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Home My WebLink AboutStructural Design Calculation Page 164-390 RD I•p „Job' No: K2180744A. Designer'. TMH• pp. V � .• Customer Kings' Coirimeical Center .� ,. Checker BUILDING SYSTEMS Address' .Lot''. 1&2..Block=B;..Kirigs Hwy: ,'Seal'*Engr ETTEA LUTIOS.SEMR:Runoi rt. Fort".Pierce; 'Ft 3,4948, Revision ' 2400•• 24:00 1.19 19 WS. 0:78 Mom+Shr D3 '95Z067 0.00. : 4 :95Z067 0.'00 .24.00 :24:00 1.19:'. 1:19 100:7. WS .0,88 .Mom+Bhr D 95Z067 :. 0 00 24 100, 4..00: 1:19 .1�..119 . 100.7 . WS 0:88 Mom Shr. D 6 .; :95Z067• '0'.00.:14:75 14:75 1.19' 0:00 ' 60-.9 '.WS.:0•:55 Mom+Shr • D . 13..50 14 : 1 95Z089 :'.' 1�.00 30:50• 29-.-50 . 0:0•0 1.19. 155.:7 ,' WS 0:96 Moment D., 2 95Z067 •0,.00.-24.00 24:00 1.19' 1:19 100.7 WS.'I..03' Mom+Shr D 3 :95Z067.. :0.•00 .24.00 :24:.00 .. 1.19: .J..19''- I00:7. WS .0-.-64'.Mom+Shr- - D ' .'.. 4' 95Z067 0'..00 24:00. ' 24..00 . 1..1.9 1..19 . 100..7 .' WS 0:63 Mom+Shr'. D., 5- '95Z067: 0.00. 2.4:00.. '24:00 1..1.9 1:19 100..7 ,WS. 0::63 Mom+Shr D 6 :95Z067.. -0..00 .1,4.75 14:-.75 .. -1.19:'. 0..00 .- ' 60:9. WS ,0..51 -Mom+Shr-'.. D . .. . 'WV 0 6Wind Pressure' : . _ .. WS: 0..6Wind Suction GIRT,•INSIDE 'FLANGE BRACE: '. • • :. No•. .Brace/Bay:. • : : '.. .. -1 2 - . 3 4 5 6 . 7 -.8 . :.0 0. • ..0 0 0 : .0. .. - .. .. K2.18079�4A-' - Wall 4: - Girt D si.gn '1 '(hooat:e 2,92) 10% .4/21 .10:21am. ------------------------ :GIRT LAYOUT: . Available . : . . . . .. Reduction:. B:ay. Design Lap(ft.)- .Load .. No: Factor-.. Id Part: Locate Length Lefft.-I Right : 'Wiath .'Brace Weight Out Iri . 1' 9bzO67 . -Z.91. 0 15:1:T 3.75 0 .'57:9 0:00 0.50.. LOAD I'D:0;6Wind.Pressure GIRT ACTIONS:. - ---=----=Shear(k)..---:= Ba:y . .'Left. Left. ..Ricjht• -Right - Left' .' .Left. •Mid-Span Right Right: Id Sup: .'Lap,'. .L-ap . ..: -Sup Sup Lap • .'Mom.'- Lbc Lap, Sup: 1 0 . : . -0:73 : ;0:0:0 :77 7-.58 0,.00::73 2: .:STRENGTH/DEFLECTION:: Bay --- Shear(k):-_-=--- . ----=Moment.(f.'k)=-=-__ Mom+Shr Deflect'(in:).' . Id . hoc. Calc 'Limit: UC - Loc" Calc Limit. UC : Lod. '. UC',. . Calc Limit 1 . I;5up. . 0::7'3. ,3.:02. 0:2:4 . M dS. . =2::Z7. .7.13. 0:3:9 . I;Lap. 0:32: 0..26, A'.164 . : Job No: -K2101794A -� - ' :- ' Designer . � JMH IRBY'.. Customer -Kings'.Com e mercal Cnter-. Checker.'--' BUILDING • i•. SYSTEMS' Address Lots. l&2..B1ock:B.;..Kirigs Hwy Seal Engr. I ' .BMEROLUTIoks.sence UILVIR S . _ Tort eJP1er.ce; -FL.34948. Revision # :LOAD..ID:0.6Wind:Suction ; GIRT. ACTIONS: . ------ ------She -- -------------- -------------ar(k) . .. .. Momen.t(f-.k) -. . Bay Left' -. Left :-Right' Right,. - Left Left Mid=Span- - Right.; Right Id.. - Sup' -Lap Lap. : .:Sup. . Sup.. Lap Mom- Loc-. :'.'Lap..- .. -;Sup:.: .. .1 0,.8•4 - 0:81 0:.00 3:ll 7:.52 :• 0..0.0 ;•STRENGTH/DEFLECTION: Bay ----Shear(kp_____-__ . --__ . . -Moment(f-k)-----.-= - -Mom+Shr._ : Deflect(in)- •.' Id. Loc .. CaIc Limit, UC. Loc .. Galc Limit UG Loc .. UC Cal,c.. Li iit. .. p: - -0-.84 . .3;02 0.'28 MidS'- 3..11 .' 3:5:6 0-:.8.7 'LLap'. 0..3.6• ' •.0:29'. 1 .LSu � .. .. DEFLECTION: (Working.-Load).. :. S:pan .. -Wind Psessure. - : .-Wind'Suctio,In Id Cale.. Limit Calc Lim�Jt ' p 1 0:13: 2_.02 0.15.. 2.02 ; ________'___=________'___=___==___ __=====T K2,180744A .Wa:ll' 4.. Girt Design - 2 .(Locate 2.92):. 10/ '4/21:. 102-1-am ---------------------------- GIRT LAYOUT:.- Available - - ciuction . Ba•y - . . Design -iLap(ft)-- Load No.; Re Factor. • .. . 'Id • Part•:- Locate Length L-e;ft : .Right -.Width Brace: Weight Out : .:1 -98Z067 : 2:91,67- •3:67 : _ . : . 3:T5 .0 14:0 . 0.-00-0-:70 2 95Z067 .. .. : : -2.9167 3.67 3:76 0. 14.0 0:00 0.70. LOAD ID:0.6Wind Pressure' GIRT ACTIONS.._ ---------Shear'(k)'-- = :---==--=-=-==-Mbment,(f-k:)--==--=-=-__--- Bay- : -Left.. . Left..': Right .'Right - :Left : 'Left.• Mid-Span . -Right Right. I'd Sup. 'Lap.. Lap'.. Sup . Sup Lap Mom ,Loc: Lap . :•'. Sup: 1 '. :0'.13.: : -0:22 0.00. , . -0.09 1.38 0.:16. 2' 0.:22. =0:13 : 0:1:6 0::09 2:29. - 0:00: STRENGTH/DEFLECTION.: . .. .. . . . ..A .165 Job No: K2180744A. Designer; JMH . : KIRBY .: �usto>rier Rings Commercial Center Checker.'- BUILDING SYSTEMS'. Address .Lots. 1&2..Block:B;..Kings Hwy : .'Seal Engr. -. MEAe Soiunoks.BEnFe:euauixc5. : : Fort`.Pietce; RL 34948. Revision '# Bay . .-== -Sh'dar(k):--_-_-= •'.-==--Momerit'(f=k)-=-_-= Mom+Shr__ .Defl'ect.(.in); .'. Id._ Loc Calc Limit • .UC.: Lop' - _Calc Limit' UC.; Loc UC i.: Calc.- Limit.. T . RSup -0.22 -3.:02. 0 07 . .'RSup 0.'I6 7:13 0.02 . .RSup 0..08' 0:00: 2.. LSup- _0:22 3...02 :0.07.: LSup- 0:16 7,..13 0.02. LSup. 0.,08 0.00•. ,LOAD .I.D:0".6Wind Suction:. --------------- GIRT .ACTIONS;. . ,. . - • ---------.-Shear.(k.)�---.----- --..--- - -- -Moment(f-:k)------- ------.- Bay, Left' Left: Right: Right Left. Left: : :Mid-Span : Right. ,-'Right Id :Sup ; Lap.. . .'.Lap :• Sup : . Sup Lap Mom. Loc Trap Sup - 1 :-0..15: :0.24 . .. 0;00. ••'0 l0; 1..38 •' - -0.18 2 - .-0.24 0:.15 0..18 . .: '0.10.. 2.29 0.0:0 STRENGT'H/DEFLECTION: Bay - .-=-=---Shear..(k)=----=- • .-=-=-Moment(f=k)----:-- Mom+Shr:-• Deflect(in) Id Loc :• Cal Limit UC Loc CaTc.Lmi:t UC Loc U.0 'Calc:- Limit 1 'RSup• : -0'.24- .. 3.02 .0.08 'RSup 0:.18 ..'7.13 :0.03 • RSup 0;0.8 '.0.'00 • 2 •,'LSup:. -0..24 ' .3;02 0:08 .'LSup:. -0..•18 ' .7:13. 0-..0 3 -.LSup:_ 0..0.8 0:00: DEFLECTION.:- (Working.-I;.6ad)_ Span 'Wind Pressure ' Wind_Suction Id Calc..:-Limit Cale. :Lizni�t -. 1 0:00; 0.;9 g. 0.00.': 0.4{9 2 0.00 0:49 0.00 .. .0..4�9. .. -K21807'44A - Wall 4 Girt Design 3 '(Locate: •2:.92),. •- 10/ :4/21.. 1Oc21am;.'• GIRT LAYOUT:: . Av'ailable . : .Reduct:ion. : Bay . Design •-==Lap(ft.)-- -Load No:.. Factor Id Part,".. Locate Length . heft_. . Right.' Width" Brace.. Weight: Out In : .'. :019 '3:75 0. - .AlA5:2 :95Z06:7' 2.9167 :70. . 3 . 9:5$067 : 2.:'9167 : 9:6-7 . 1.:19. . 3.-75 0.. 41:5: 0.- 0.70 LOAD I-D:0:6.Wind.:Pre ssur.e 66 Job' No K2180744A.• Designer:. JMH KIRBY .. Ciistomer 'Kings':ConimercTal Center.. Checker.' "BUILDING SYSTEMS Address Lots. 1&2..Block:5'..Kings Hwy : . Seal Engr. BETTE$k SOLtFTIONS.BETTER.BUILDiNG& T :Fort .Pier.c'e; 'Ft.3.4 9 4 8 � �Revision '# GIRT."ACTIONS:. -______--Shear(k)--_-_____ ______.-______Moment(f_k)_--------______ Bay _ Left. . Left- :'Right Right.: Left . Left .. "Mid=Span. . •• Right.: Right : . Id., Sup' ' Lap- . . I;op. Sup . .. . .Sup.: Lap -Mom Loc. : .:Lap. . .. ' 'Sup:,,- .. 2 0:3.3 :=0••.48, .. 0-.60. 0.00 =0:51 :'.'3.45 •• ' •0.65. 1..2.9 3. 0,60 0:48:. -0..33 1.29.- 0,65 0:57 .6-.22. 0.00 STRENGTH/DEFLECTION:'-' Bay.- --- .. Shear:(k).- .----.- oment(:f-kj.- --- Mom+Shr-: , Deflect(in) ,- Id -.Loc-. Calo Limit :-., .UC Lbc. Calc'Limit : UC Loc.'. -UC 'Calc Limit -- - -- - - --- - - --- -- p.. p.. . .0.65 7,1.3• '0.'09. RLap.. 0.18 0:01.. • 2.• RLa 0.48 : 3..02• '0�,16. RLa ' 3 . LLap :_ 0:.48 '..-3.02 .0.'16 •- LLap :. 0',65-'.. -7.13 :0..'09 , LLap 0,1:8 =.0:01 :LAP- BOLT SHEAR/BEARING: Bolt 'Size.. =0i 500 :•(A30.7) Bay :----:-Lef.t Lap(k):---=. -Right Lap(k.)--=.-= . Id. :• Cal.c 'Shear ; Bear UC Calc ISYiear Bear UC 2 0:27- 2..65 " 2..1.1. 0 13 ; 3 0.2.7 2.65 :• 2.11. 0:13 . LOAD ID:O-:6Wind Suction.: : :.GIRT ACTIONS:: , . --------------Momxit e (f-k)------=---:=--=Bay Left Left; • Ri.ght .RigYit Left Left :Mi:d-Span Might' '12igYit Su SP1d -SuP:'.' La ..' 'Lap 'Mom..': L'oc Lap ..'.":.Sup. 2 =0.37: . 0.;53 ".0.66' .: .0:00 "0.•63.'. 3..45 0.72 ' .=1'.42'. -3" =:0.66. 0.53 0:37.. 1.-42' : :0.72'.- 0.63: 6:22 0.00. .STRENGTH/DEFLECTION: : . .Bay' =_ Shear(k)===--=- __-__Moment Uf k)� "- Mom+Shr:=. Deflect(in) ' CUc. Limit. . 0 .-Lbc � U lcId . Loc Ca1c. Limit, UC . Loc a _. Limit 2 Lap.".. 0;53• 3.02'..O.T8" . RLap:..-0..72. '.7.13'..0.10 R.Lap.0..20 0::02 3 . LLap . =0::53.. ..3 :02. 0:1:8 . LLap. - _0.'12 . ,'7..:1,3. 0:1:0 . I;Iap. 0.20: 0.:02. . LAP: BOLT SHEAR/BEARING.''. Bolt:Size =0.500: (A307): : , . .• Bay : =-=--l;eft.:tap.(k)______ : =-=-=Ricrht_Lap`(k):-____ Id Ca1c -gear Bear.: : UC ':Calc Shear. Bear,: : UC''. A�.1'67 'Job No: "K2180744A. Designer..' JMH KIRBY customer 'Kings':Commerc al Centei. . Checker. BUILDING SYSTEMS Address' Logs. 1&2..Block:B;..Kings Hwy: .'Seal"Engr. BinEgUiUTIONSLBMt Se ILWFics.. T Fort ,Pierce; FL.34948.'. Revision # 2. 0..30' 2:65 2..11 0'.14. 3 0.30: . 2•.65 - 2.11 :0.14 .,DEFLECTION: :,.(Working .Load): :; .Span Wind Pressure - - -Wind Suction Id Calc. Limit'. Cala Limit -2.- .-.0:01 :. 1:•.29 .. '.0:01; 1.,•29. . .. . 3 '0<01'. 1..29'. .0..01.. 1:29 K2.180744A Wall .4""_ Girt :Design ,4 ; ,(Locate 2.92): 10/ .'4/21: 10:2lam -------=--=-=-=----=--=-=-=----=-----------=--= GIRT LAYOUT: , .. . vaiTable. Reduction .Bay Design -Lap Load No.: Factor. .. Id Part.. Locate Length - Left. .Ri:ght••., Width Brace ' Weight. Out .' :In:. . 3 95Z0:67 -�2.•91:67 3:67 3:7:5 0 14:0 0:.00 .0.:70 :. . 4 :95Z0.67 2•.91.67 3.:67 :�3•:15 0 .. 14.'0. 0..00.'0;70:. . LOAD ID:0.:6Wind Pressure - I GIRT ACTIONS.. - --- - --------- --- --- --••--- --- -- -- - - "Shear�(k) .• '' {{ - . - � �� Moment(f'k:)� -- � •---- Bay Left I;eft..' Right •. Right {Left" .:Left. Mid span,- Right Right Id ' .".-Sup. Lap. .. Lap•'., Su Sup - p Lap Mom: : ;Loc Lap SuP 3. . ..0.13: -0;22 0.00 - -0.09. 1:38 0.1.6 :4 "0.22 - 0:13 0.1:6 0:.09:': 2,.29•'., -0.00 ",STRENGTH/DEFLECTION:: Ba:y ==- Sliear(k):-_-=--= . ---==Moment.(f'-k)=-=-.== Mom+Shr=: Deflect'(in=) Id • Loc. Calc 'L'iinif: UC Loc. Calc Limit: UC Lot_ UC.- • Calc'Limit 3 RSup ' =0;22. ..3.02. 0:0.7' . RSup.'. 0 :16. .'7..13. 0.02' . RSup 0.08: 0.00: 4 . LSu 0:22 .'3'.02: 0:07. . LSu p .. - p 0:16 . 7.13: '0:02 . LSup :0.08 ; . 0.00.. LOAD ID::'0..6Wind. Suction.. GIRT ACTIONS:: : : Job No: K2180`744A Designer: JMH' .- KIRBY., customer Kings';Commercial Center CtiE:eker . . . ' :'BUILDING . STEMS'. '.Address Lots. '1&2..Block:B s Kin Hwy :y : .'Seal'Engr." eMEAULUTioks.BETTOBUnoiNG9 . : :Fort ,Pierce; FL.34948. - Revision "# ___.-Shear.(k")___.______ ______________Mom ent(f-k)-=-=-=-==--_-== ; , Bay._ Left _ Left Right. Right-- ''Left.; Left' ' :'Mid=Span Right. . Right Id. • ' 'Sup:,., Lap Lap Sup Sup, Lap Mom•:, , Loc Lap :'Sup 3. -0.15 0.24 0-.00.' -.0:10 1-.'38 . =0.18 4 . -0.24 -. 0.15 -0.:18 0'.10 2:29 0.00 STRENGTH/DEFLECTION: Ba - Shear..(k) ------ ==---Moment(f=k)------ Mom+Shr Deflect.(in) - Y. ----- - Td Loc Ca•lc,.Limit UC Loc C -lc".Limit UC .Loc UC ' Calc: Limit -------- ----- 3 - RSup :. 0:.24 .. •3.02 :0.:08 . "RSup" :=0: 18 .. 7.13:0..03 RSup 0,:0:8 0:00 p. - p. -0..18 . 7.13 0:.03 .LSup.• 0..0.8 0;00:4 .L$u 0..24 . 3.:02 0:.08 " L$u DEFLECTION::• (W.orking.-Ioad).-" -""Span. -Wind_Press.ure- " ."."Wind Suction :.Id :Cale.. Limit :' . Cale' 'Liini�t .. p 3 ': -'0:00'. 0..49 ' 0.00.. 0.49 4 .0•.00.. 0.49 0:00' 0..4g. . ' _________''=__=___=____---____=____'___=___=_-_____=___= _________ -K21'807:94A' Wald 4 Grt=De{sign :5 (Locate - 2::92)..': 10/ :4/21.. 10;21am' GIRT LAYOUT': . "R"educt-ion. . pa Desi: n -;Lap(ft;)- : 'Load No:.: " " Factor Id Part:: ' . '• . , ''Locate ' Zength 'Le'ft:.' Right ' .'Wid;th" Brace.' "Weight:" 'Out :. ' In : • --- • -------- ------ ----- ---- --- ----- - --- ------ ---- ---- - A 95Z0.6'7 2..91.67 . .'9.:67 1::19' ..'- 3.75 0 .. 41.5. 0_"00' 0'..0.' ."5' ''.9bZ061 . Z.9161 9;.67 '"1'.19.'' A 75' 0... •. . 'Al.:5 0:00 0.70,.': - 82.9" LOAD :I'D:0.6Wind.-Pressure GIRT :ACTIONS:. __-------Shea.r(k)..---=-=--- ------------ Moment:(•f-k')--=-=-==------- Ba:y 'Left. :I;eft.' ..Right.- 'Right ' Left .'heft. -Mid'-Span'.•:Right . Right:- I'd : Sup: Lap . .Lap.. .. . .Sup Sup . Lap: - Mom. Loc. Lap.' 'Sup 4' 0:33 -0:98. -0:6Q . 0:0:0 0::5 7 : .3.45. :-0.6'5 1:2 9: . 0:60: 0.:48".'' 0.33 1.29 : ,'0':65. ' -0.57. ' ' 6:22. .' .: : 0.00 STRENGTH/DEFhEC.TION: : Bay . "=-=-===Sli"dar.(k)-_-=--= : -_-=Moment(f-k)==---= : Mom+Shr-.: :Defleca(iri): Id-'. Loc. ,: :Cale. Limit; UC . Loc.": ., :Cale.•L'imit'.: . UC :Loc. UC. ' . Ca'lc,'limit' . Job"No. K2180744A, Designer:. JMH ' . Customer Kings Commercial Center CYiecker IRBY•..• • � • BUILDING SYSTEMS Address- •Lots.'1&2 .Block:B;..Kings Hwy : .'Sea1"Engr.' ebr¢asdcuriokzeenEx.eviwincs.: Fort 'Pier.c'e; "FL 34948, Revision # 4 RLap- -0.48 3,..62' '0.16. RLap- f 0 -65 7,..13 '0 A9.: RLap. Q 18 -'0'.01•• 5. . LLap. 0•.4,8 3..02 0.l6. . LLap 0•.65 7..13 0.09. . •LLap 0.:18 . .=0.:01 ". :'LAP BOLT SHEAR/BEARING: : : .Bolt Size- 7�0-.500 •(A307'). . . " Bay .-----Lef-t_Lap(k).----.-= " --=--Right_Lap.(k:) Id" Calc Shear Bear ' .UC. Cala Shear Bear' UC. 4 0,2.7 2..-65. 2;1.1 0..13 5 . :" 0..2.7 2. :65 2..li, 0.13 . " :LOAD ,IDcO 6Wind- Suction;. .GIRT .ACTIONS; • "-Shear(k')--=.-=-=- ---.-----------Moment(f-.k)-=.-=-=----=---- Bay. Left Left:• Right.' .Right Left. Left. -Mid-Span . .Right . 'Right.. Lap.. 'Lap : Sup Sup .. �—Lap:... Mom. - 'Loc Lap Sup Id 'Slip:.- :. 4 :-0.37 0..53 0.:66 0.00 . 0:63: 3.,95 .-0.72 -1.42".. . 5 -'.-0.66 : 0.53.. 0:.37 :-1.42 0.72 .• 0.63.. 6..22 0,00 STRENGTH%DEFLECTION:" "B:ay ---=---Shear.:(k)=----:- - -=-Moment(f-k)----:- -Mom+Shr:- Deflect(in) Id Loe Calc" Limit" UC "'Loc Ca-lc- Limit UC Loc UG " 'Calc'-'Limi-t 4' :RLap 0:.53 .• 3.02'."0.18 • R-Lap. .-0,.'72 7.13.0. 0' RLap.0:20 0.:02 .' .• P: - p..'. _0•;72 .7.1' 0 J1 0 LLap.'O.20 0.02:•5 LLa 0•;53 ' "3.02. 0:1'8 •'LLa LAP BOLT SHEAR./BEARING: . "Bolt- Size."=0.:500:..(A307.) Bay --- -Left.Lap(k) =-== .Right_L:ap'(k.j' --77 Td Calc.Shear. 'Beat., UC : 'Ca1c.Shear. 'Beat.. UC . 0'.30: 2.65 ". 2.11:-O:I'4 :• 5' '..':0.30 .: :2,65.•:2.1I ..0.14 DEFLECTION:' .. (Working Load) '. Span Wirid Pressure: : Wind Suction. .".: . .. Id Calc.'. Limit. .. .- - Calc :"Limit . . " 4 : 0::'01 1.29. 0.:01 1:29. •5 U.01.'. " 1:2"9. 0.01 1 29 " � � A.r.170: . No: K21.. 0744P, pesigner. Job' 8 JMH 1 RBY . customer Kings Commercial Center, Checker- BUILDING.. SYSTEMS «YCew� . Address' Lots: 1&2••Block:B;..Kings Hwy : . Seal Engr. eenepsoiMbivs serr€eauunisc5 : ': :Fort .Pier-ce; RL.39948 Revision # ------------------=-=-=-==--=---------__-_-_=_=__-__-_-__= 1-=====_= K2180744A Va11 .4 Girt Design .6 .'.(Locate' ' 2:92)-- - . 10/-.4/21 10:21am -------------- GIRT LAYOUT: .. Available.• .. . - Reduction.. Bay Design.: Lap(ft)..-- :• Load No.; Factor. ... : : Id.: Part.. Locate .Length . Left :Right-.. Width Brace Weight Out In -5 .95Z067 2 r91:67 .' .• ' 3-.67 3:.75 0 14.'0 : . 0;.00 .0.70 . 6.- :95Z0.67 '2 91.67 14-7. 5 . .. 3..75 0 .. 56.3 0..00 .0;70: : . LOAD ID:0-kind• Pressure GIRT ACTIONS: ---_-=-Shear(k)=-=----:-- -----------.- Momen:t{f=k)-------:---=----- B:ay Left Left.: Right :. Right Left Left Mi.d=Span •Right Right . - .. - Id -Sup- Lap. , Lap.'..-- Sup. Sup Lap. • '.. Mom. . Loc. Lap . . . Sup : 5 -0.47 .. . 0:.83 0.00 1.03. 1.83 2:3.9- 0:87 6 . . �.. -0:55 2-:39 56. . 9:.06 .. - :� 0.00. : . STRENGTH/DEFLECTION: aay --------Shear(k)•- --=.=- Moment(f=k):---=.-- Momtshr. Deflect(in) -Id Zoc .: Calc limit: UC Loc.-_ j Calc limit • - UC I oc .: UC. Calc_'Limi-t :5 • RSup; • =0_:83• :3:02. 0;27 RSup;. 2,.39• .'7:13, 0:3'4 RSup:. 0.93: 0.02:- LSu ; 3.02 0:2'9 LSu . . •. . p.. .. 0:87 ' . . .. P.. i 2:39 :. 7.13 0:34 LSup.. 0.44 . .-0:10.. - .. LOAD ID:0:6Wind Suction. .:GIRT* ACTIONS:. --_---__'Shear(k)- --__ : -------=---=-=Moinent(.f-k)_______________. : Ba-y :. Left: Left;. Right :RigYit' ,Left _ -.'Le f t ".Mi:d-Span -.Right' Right : Id* : Sup.. . 'La Su La P.. Mom•' Lbc Lap Sup := P P . 5 . . •• . '0'.52:- : .. . ': "..0.91 0:00 . .'. - . -1.1.4. - 1::83.. '�.' : • ' -. =2.63 .. . . 6' . =:0.96. : . 0:6:0 -2.63 1.72. 9....06 . 0.:00 STRENGTH/DEFLECTION:: . . Bay _--_=-Shear(k)-===-_- ---Moment.(f-k)===-_- :-Mom+Shr Deflect(in) Id . Loc Calc Limit. U.0 . L"oc Calc. Limit. U.0 . Loc UC: Calc 'Limi:t 5 . RSup.-: :0..91. 3.02�_:0.30� . RSup =2:63. :T.13 ,:0.37 . RSup_0.4 8. 0::03 -7. Job No. K2180-744A. - Designer; JMH- AIRBT customer Kings':Cominerc al Center.. Checker.• �. . . SYSTEMS . .. . .. .. :• Ad .. B ..Kings Hwy= .'Seal..Engr.: e e.�. . dress .Lots. 1&2 Block eHrreRsoiur�okieErT[ReuuoiRG&, ":Fort--.Pie.i.ce;,. FL.34948- •Revision #• 6 '.LSup- -0•..96. 3.:02 0.32 ,'.LSup 2•..63'. -7.:13' 0.37 . .LSup• 0...4 9: . . .0 r12.. DEFLECTION:-.(Working.:Load).. :.;Span- -:Wind."Pressure. :.-Wind Suction :.; -Id Calc- 'Limit Calc :Lim�Jt .. ' •6 :•,•-:0•.05- 1;97 0:06 :..1..97 .. K21807:44A .. Will 4 -. Girt.-'.Design:, 7 (Locate: . 7:.501.. 10/ .4/21.. 10:21am• G3RT -LAYOUT c .. '.. Available.. • Reduction Bay : . Design - --lLap(ft:)- Load. No:.. ..Factor Id . Part hocate. Length .'Left: - Right--' Width -'Brace : . Weight- , .'Out In.. - .1 :95Z0.6-7 7.50.00 15.:17 4:04 0 ..- 57.:9 0,00 0:50: LOAD ID:0.:6Wind -Pressure -------------- GIRT ACTIONS:. -_---=-Shear(k)--=----:- ........... Left . Left..' Right Right :Left' '.. Left'. Mid-Span.- ;.'Rigb.'t • Right Id Sup Lap. : Lap'.. Sup Sup Lap Mom." to' L'ap Sup 1 0.79.: : 0;79 .b.00. .. . -2.98 7.58 0.00 STRENGTH%DEFLECTION:' = B.ay ---=---Shear_(k)==-- =- ---==Moment(f-k)=---;=- Mom+Shr:-- Def1ect(in) I'd 'Loc Ca1c ,Limit- PC - Lbc " CA c Limit UC Lbc ' UC - . C'alc,. Limit '1 LSup, .. •0:79.-.. 3.02 .•0.26 --MidS. 2;:98 ,.'7.13 .•0.42 . LLap.0.•34• 0:.28 . . LOAD Ip•::0.6Wind Suction. . GIRT ACTIONS':.. --------=Shear'(k):---=---=- --------------Moment.(f-k)--- Bay 'heft: Left Right -. Right' ,-Left''., Left'; Mid-Span : -'Right .-R'ight. I,d . _ Lap. .. . .Lap Sup . Sup ",.Lap. ' 'Mom Loc.- .-Sup. .. . Lap . Sup: 1 . =:0.90.: : 0.8:8 0.00'': ': • -3.35 7:'5Z Q.00. Job No. �K2180"799A. " Designer' ...• JMH•' K IRBY•.. " . . tomier Kings Commercial Center. ." ,. Checker" BUILDING." SYSTEMS ' -:. . Address Lots_1&2..Blo.ck:B...Kings Hwy: .'Seal"Engr. =.. iB¢nEgsoiuriOkieETrfa uanixci.: :Fort".Pier.c'e "FL.39998. _ ,, Revision # STRENGTH/.DEFLECTION: ..'Bay . __-___-Shear•(k).`-==--=. . ---=-Moment(f-k)_--_-= Mom+Shr-' .De'flect.(in).. - Id • .Loc Calc.Limit UC '.Loc 4 .(talc,.Limit UC :Loc UC Ca1c. Limit '. 1 LSup :-0-.90 3..02 :0.30 M dS :.'3:.35 " 3._56 0.94. . LLap 0.'39 . .' 0-.31 .DEFLECTION: : .(Working .Load) . Span Wind Pressure Wind Suction. Id Calc.• Limit ,' "Cale. Lim It :• --_ -------- - ----- ---=-- ---- 1. -.0:l4 2'..02 .. ".0;16; 2..02 . . K2:1807.44A. Wall" 4: - "Girt-Design . .8 (Locate 7..50) 10/ .4"/21 10:21am. " -- .GIRT LAYOUT: • . ' Available Reduction Bay Design - Lap(ft.)_ Load '.. No-. Factor. . .I'd Part: Locate Length Left.. Right Width Brace " W.eigtit Out Iri - ----- --- " 1 95Z067 7:5000 3:67 ,4.04 0 . . ; 14:.0 0.00 0.70.. 2 95Z0:67 T.50:00 •-..� 3•:67 4-:0*4 0 14.'0.• 0:.00 0:70 . .. . . 28:0 ,LOAD ID:0;6Wind Pressure '. .GIRT ACTIONS:: : . -------- .-Shear(:k)-___:--_=- -------------=Moment(f-k)=-------------- Left 'Left'. Ri_ ht.".Ri ht- Left Left. Mid-S an . . BaY � g g. p-- Right R-ight .. . - . Id' Sup' . Lap.. " SuP Sup' La P. .'Mom':.- L'oc 'Lap Su P" .1 " -A'. 0.24 : 0:0-0 . 0..10. . 1::38.. 0.17 . . 2 0.24 -0:14 0.17 -0.10 2:29 0.00 STRENGTH/DEFLECTION:. Bay' Shear(k,)===--=- ----=Moment.(f=k)='--- MomfShr_. Deflect(.in) I'd -•Loc Ca'lc-•L'imit. :UC . Lbc Calc.-L'imit. ' . UC .•L ' `UC: Ca1c. Limit 1' :RSu 0:24. "3.02 .0.08 - RSu 0;17. 7.13 .:0.02 :RSu 0..08. 0::00 " P. .. P .. P 2 LSu 0:24. .3..02. 0:0'8 . LSu 0::17. 7.:13. 0.02' ."LSu 0":08 . 0.:00. . P: P: P: LOAD :ID:O:6.Wind :Suction: .' :. A"r.1.73 . Job' No. K2180744A Designer'. • JMH BUILDING _ Customer 'Kings' Commercial Center.. Cheicker. • . .. SYSTEMS sAddiess Lot -'1&2..BlockB;. Kings Hwy: Seal Engr. . BETTEAsoiar10S.BErrER.BUIU)mr!.. :Fort* Pierce, FL.34948 Revision # GIRT.:ACTIONS:. -=-=-==--Shear(k)_______.�_ Bay Left, . . Left :Right'- Right : Left Left• • Mid=Span, Right:; Right Id : : Sup ' •Lap Lap. Sup Sup.. Lap Mom- Loc. Lap• -::Sup. . 1 0.:1:6 . .'. 0:26.: 0.00 0.11 ..'1:38 _.. 2.: 0...26 0_16.. 0.19.; 0:11: 2..29 . :'.' 0.00 STRENGTH/DEFLECTION: Bay. ----.-'=-Shear.(k),-.-=----, ----.-Moment(.f-k).7--- .-Mom+Shr-: . Deflect(in),-. Id . Ldc. Calc�Limit:•. UC . Ldc-. :. Cale Limit :. .UC Loe. UC Calc Limit Id RSup.. 0:26 3..02 '0•:09 RSup.. -0.19 . 7..1.3. 0-,03-• RSup.. 0.09 .0:00.. 2 LSup --0:.26 .. 3.02 ;0.:09 . LSup :-0:.19-.. •7.13 ;0.'03 .- LSup 0..0:9 -'.0•:00 :DEFLEC.TION: :.(-W:orking Load). Span Wind Pressure- Wind 'Suction Id 'Calc. - Limit ' :Cale.. Limit 1 . .0:00 0:.49- . 0.•00: 0..49. •. . 2 '0:00'. 0...49 0-.00.. 0.49 ____________________ ___ _'________________=________=__=___=.. .. k2180744A Wall. 4.. - Girt Design 9. (L:ocate - 7.50):. 1'0/ '4/21:.'l0 21am _______________________________________________- .. GIRT LAYOUT: Reduction- Bay Design :=-Lap(ft)..-- Load No.:. :.'Factor Id • Part._ T,ocate •'Length Left .Ri:ght Width Brace Weight Out Iri:.' .•' 2 YkO.67' 7:5000 9:67 1.19 4.04 :0 .41:5'.. 0-:06 0:70 3 95Z067 7.500'0 9.•67' :1:19 4;04 0 41.5 0:00. . . ..82;9 . LOAD TD::0.6Wind 'Pressure GIRT ha ACTIONS.. --------------Moinent.(f-k:)--------------- Bay Left'.: . Left'. Right 'Ri g Left' : 'Left'. Mid-Span . .'Right .-Right. Id ..Sup. Lap.'.. . Lap ': Sup . Sup Lap. Mom: .: : Loc. .. : Lap : Sup: 2''. :0.36.: -0;52 -0:6:5 ,'0.00' . ; :-0.62 3;45 0:7:0 .T.:39. 3 0.65. 0::52 =0:36 : 1:3.9' 0.70. 0:.-62 .. : :6.22. -0-.00: STRENGTH/DEFLECTION:: . . .. A .174 Job"No: K2180744A.• Designer:. JMH " . KIMY �ustome= Kings Commercial Center.- Checker" BUILDING SYSTEMS" ' ` Address- Lots. 1&2..Block:B, Kings Hwy: ""......�o..a.... �•� g Y :. .'Seal-Engr.� . .. ". .. :e¢rreksoiuTioks senEReuuoiNcs: :Fort Pierce; 'RL.34948 Revision "#" BaShear(k):--=-_-= .'.- --Momerit"(f=k)-_-_-= Mom+Shr Deflect-(.in)' Id. -Loc Calc -Limit' UC.' Loc Calc Limit" UC. Loc •• UC: . Calc.. Limit. 2 . .RLap 0.52 3.02" 0"..17 .RLap 0.70. 7:13 0.10 " .RLap 0_..20 =0:01:. 3., LLap 0:52 3...02 0".17.. LLap 0:70 7..13 :0:10. "LLap. 0.-20 0.01 - LAP:BOLT .SHEAR/BEARING;' Bolt.'Size: =0..500-.(A30:7) :Bay . .== -Left Lap(k)----.-- . -=--- .ight_Lap(.k)----- . .. . .. . " . .Id Calc" Shear-. "Bear -'.UC Calc Shear-. Bear UC 2 .. 0.29 ; . 2..65 ..2.11 ;0.14 3 Q.2.9" .2..�65, 2;1:1 0-..1-4 "LOAD -ID:0-:.6Wind Suction -- ------------ -GIRT -ACTIONS:. -=-=----=Shear(k)---:---=..-- -------.--------Moment.(f=k)--:---=.-=-=----:-. . LeftLeft :Ri:ght . Right Le.ft .'Left "Mi&Span'. .. Right•- Right•" Bay Id . Sup Lap. Lap. . : p. .Su Sup Lap Moth Loc--:: -Lap "Sup 2 0:3:9 • 0::58 .. 0:71 ;0:00 0;68 3:.45 .. -0":77 71.54 3 -0.71 0:58:.• .0.:39" �1:54 :-0.77 '0.68: 6..22 0.00 .. . STRENGTH/DEFLECTION: Bay -----Shear.(k) '. . Moment(f-k),---==- -Mom+Shr-.� �Deflect(in) Id' • Loc . . •Cale"Limit. UC' • Loc. ,"., Cil6'Limit',. UC' "loc.-. UC" ' Calc.Limit 2 RLap_ 0:58 3'.02' -0:19 • RLap, -0.77 :. 7.13 O:11. RLap- �0.22.: 0.02.. 3 • LLap. 0::58-_':3.02':0.19' - L'Lap. .•-0::77 ,.'7.13 .0._I1' LLap.0.22 0::02 . .. . LAP BOLT SHEAR/BEARING:. Bolt :Size.. =0:500 :.(A307) :.Bay =---=Left:-Lap(k) ..I'd Cale Shear ".Bear: .,UC . . Cale: Shear ". Bear:" " UC " 2 0.:32 2::65...2.:1"1 0:15 3 0'.32: • 2:'65 .'2':11: '0.15 DEFLECTION:: (Working Lo-ad) . . Span , ,.Wind_Pr.essure Wind_Sdct on. Id : Calc " 'Limit. Cale Limit. A-.175 t! Job No. K2180.744A. Designer'. - JMH IRBY K Customer Kings .Commercial Center Checker. � .. BUILDING - SYSTEMS Address- -Lots. 1&2..Block:B;..Kings Hwy : .'Seal"Engr.' eEnEAOiurioHiBETTCXBUILDmcs ':Fort- .Pierce; FL.34948•-. Revision 2 -0.01• 1:29 0':01 : . 1:29 2 3.' .=0:01 1•.29 0:01• .1.29. :'K2180744A. ' 'Wall.A.• _ Girt,Design .10 '(Locate, .7..50) 10% 4'/21-10:21am -=- --- - - --- ------ --- -- �- - - -- --- - -- - - - - -- - :GIRT .LAYOUT:. ,. .Available ; . . ,Reduction' Design Lap(ft.)= : :Load . .:No: : Factor .: Id .Part. • Loca:te Length.: Left.. 'Right Width -.Brace Weight Out ... Iri . - - - . 3 , .95Z067, :• '.7:5000. :• ' 3•.'.67 •4.:04 _ .. .0.. • :'.' 14.•:.0- 0.00 :0:70.. 4 •.95Z0:67 . '.. •,7:50:00 . .. 3,'67. 4-..04 •0 14-,"0 :. 0::00. D-.70 ..LOAD .I.D:0.6Wind Pressure--- ------------ -------------- .GIRT ACTIONS:. . --------- ------------ ----Shear(k)--=.-=-=-- --Moment(f-k)-- =----= Bay. :. Left. 'Left:. Right.'.Right . '.. Left Left -.mid-Spin ..'.Right Right Id -Sup Lap.. Lap :,'. '.Sup Sup '.: -Lap :-Moro. -'Loc Lap Sup. 0.14 0.:24 0.'00 - 0':10:.. . 1 '3.8. .. . : "0.17.• • . 4 0.24: ; 0 .14 0.17 0:10.: 2:29 :0.00 .STRENGTH%DEFLECTION: Bay _=---Shear..(k)-----:-- Moment(f-k)'=_.-- Mom+Shr:- Del lect(•in) Id Loc Ca:lc• Limit .UC - Loc c6lc 'Limit- UC - I;oc UC ,Calc;.'Limi:t I . 3 =RSup:.-0_:24 ., 3.02 :0.08' RSup. . 0;:17=.. 7.13':0.'02' RSup.0.08• - U.00 .".• . . 4 - LSup:.' 0..::24 3.02 0:0'8 LSup:. 0.;:17- :7.1;3 0;02' - LSup;. 0'.08: .'0.00: -LOAD •ID:0.6Wind.-Suction. . -GIRT :ACTIONS:. ---=-=--=Shear(k)'----------- .--------------Mdment:(f-k).--=------------ Ba:y 'Left. Left."..Right: 'Right . Lef:t Left. Mid'-Span-: "nigh-t . Right: . : I"d . Sup: L -sup, slip' . Lap - Mom. Lc - .I up. . 3 0.:16. 0:26 : • . D:p:O 0::11 :1;38: .. : -0.:19: - 4 . 0.26 " .0.16' . 0:19 : 0.'11,'. '-2.2'9. 0'.00 STRENGTH/DEFLECTION:, Bay : =-=-==-SYi'ear.(k)-__--== : =-=-=Moment(f-k) =--= : =Mom+Shr=' Doflec:t(in): : Td '. Loc. .'_: :Cale. Limit' . UC' . L-oc Cale. Limit: UC :Loc. . .: :UC. Cale,Limit K .. .. .". Job No. K2180.744A " . Designer " JMH•" MY .. Customer Kings:.Commercial Center. .' CYiecker BUILDING.. SYSTEMS Addiess' .Lots-!1&2-.Block'B;..Kirigs Hwy : . Seal Engr.' " .knERsdi=bkN e�e:euuniacs.. :Fort")Pierce'; 'FL.34948. Revision # 3.; RSup 0:26 3-_02 '0.09: RSup. -0.19 7,..13 0.03. RSup 0._09' _ 0".00 4, LSup 0.26 3..02 '0.09. . '.LSup 0.19, 7.13 '0.03, LSup 0.'09' , 0'.'00 : DEFLEGTION: :,.(Working .Load); . -------------- Span Wind Pressure Wind Suction'. :. Id ".Calm Limit'. Calc• "Lim�t --_ ---_-- ----- ---_--- -- - -. . I 3.' .0:00 :. 0...49 .. 0:00. 0..49. 4 0:00. 0..49. 0.00.. 0:49 ----------------- - K2.180744A Wall A. Girt Design 11•; .(Locat.e " 7:50):• 10/ .4/21: lOc2lam" GIRT LAYOUT: Available'� ' Reduction" Bay Design ILap(ft)..-- Load No... Factor"" 'Id. :Part.. Locate Length . Left ;Ri:ght ',. Width " Brace Weight Out •' .In:•'. { .. 4 -'95Z0:67 '7:50:00 9-:67 " 1:19 :. 4":.04 "- :0 A1.5' 01.00 '.0.70 :.: 5. :95Z0.67 7.50.00 9.-67 .1.19_ •4.'04 0-.. 41.5 0..00" 0.70:. ----.- LOAD ID:0.:6Wind -Pressure GIRT ACTIONS":. ------------ -Moment(f-k:)`___ --:=-=------ -Bay •' Left' - %eft•• Right Right Left Left. Nlid-Span Right -Right- : : hd .-Sup ..'LaP tap .. Sup Sup ,Lap -Mom hoc .: Lap Sup • .. 4' 0.36': : -0:•52 "-0:6-5 ..;0.00 -0.62 3:45 0.70 ."1,.3g. 5 ' :0.65• 052 . -0;3'6 1:39 _ ._0.70. 0.62 : 6:22 :STRENGTH/DEFLECTION::: Ba:y =-- . " "Shear(k)-:=-==== .-----.'Mbment.(f'-k)=-=-== Mom+Shr=: Deflect(in:) .-I'd Lot. Cal Limit •'UC " Lot: Ca'lc Limit:. . UC - Lod. UG. Calc Limit 4. -RLa :'52. 3 02. 0. .7 .-RLa P: 0 • - 1 .. P: 0.;70.• ,7..13. 0:1:0 . RLap. 0�.20: -0.01. . ' . • : " .� : . . 5 -LLap : 0.52 ,'3.02: '0:17 . LLap..-: 0:70 7.13: 0.10 : 'LLap•.':0'.20 : :-0.01 LAP,BOLT"SHEAR/BEARINGc: .' Bolt. Size."=0.5:0'0. (A307) : .Ba. . =:=--=Left.La k)__ _,_-=Ri ht_La (k)_____ K Job' No. K2180744A- Designer'. • JMH ' IRBY.. Customer �Rings�.Commerc a1 Center. .' Checker. BUILDING. $!(STEMS :• `.Address• -tots 1&2..Block:B'..Kin s Hw : 9 y Seal Engr. BinmSciwooiBEUMBuaDINCt.' :Fort' ,Pier.ce; 'FL 34948. . Revision, #' I'd Calc Shear'. Bear UC Calc Shear' -Mar' .' UC . 4 0..29 2'.65- '2..11 :-0.'.14. 5 . -0.;2.9 . .2-.65 2.:11 0:14 LOAD.,ID:0;.6Wind:Suction- GIRT. ACTIONS: r(.k--------5hea ------ - -------- '----- - - ---- -Momentfk)-- Bay - Left Left- :Ri.ght�".. Right. Left Left- 'Mid-Span Right. Right . Id : Sup: Lap:. ' ,' Lap. ' : ;Sup Sup: Lap- Mom Loc-. ' : Lap .' .. .Sup --- --- ----- ' '----- ----= -{---- ----- ----- ----- --=-= --- . 4 -0;319 -0:.58 .. 0.71 . 0:.00 .0:68 3".45 '.. =0:77• :-1.5.4 0;58: 0.'39 . .. -1-!'5 4. :-0..7.7 0:68:- 6..22 •' 0.00 ... STRENGTH/DEFLE.CTION;,' Bay.: :---=.---Shear:.(k).=.r-- :-- ' :---=.-Moment(f-k).-=-=-- =Mom+Shr-,'_'Defle.ct(in)'.' Id .' Loc- Calc''Limit UC Loc' - 'Calc."fimit• UC ' Loc'' U:C Cale•Limit 4 RLap..' 0.58 3'.02 0-.l9 ALap.. ' -0.77 7.1.3. 0.'ll ' RLap.. 0.22 .' ' :0.02.. ' 5 .'•LLap. :'-0:.58'',. '3.02 '0.19 '*LLap. 70..77'',. .7.13 .0.11 ' LLap.0,22' .0-:02 . : .LAP' BOLT SHEAR/BEAAINGc Bolt :size.. =0.500 :.(A307:)' .. Bay -Left_Lap(k):------ -RigYit-Lap(g)____- I'd • C''16 Shear '. Bear. .-UC Cale Shear Beam UC 4 0.32 2.:65• 2.11 -5 - :. 0.32 ' 2.65 2.11 0:15 :• . . -DEFLECTION..: -(Working Load) Span. '..Wind-Pressure Wind• Suct oii ; : Id - Ca1c. ..Limit Calc. - Limit - .4 -0.01 1:29 0:.01 ..: :1;29: . 5 . 0::01.'.. .1.:29. . 0'..01.' 1.29. K2.18074:4A. Wall -4.'- Girt. Design 'l2: (Locate. 7::50) 10%. 4:/21 10:21am': GIRT LAYOUT:: : ' Available. .: . Reduction Bay : : Design . __Lap.(ft)= Load .' No. Factor. .. Job-No: K21,. 0744A, Designer:.8 JMH KI ROT: customer Kings'.Commerdial Center.. Checker. BUILDING." : SYSTEMS Addiess .Lots. 1&2 Block:B;..Kirigs HWy : .'Seal"Engr." sasaiunoNzsErrnieuaoiKcs: -:Fort-;Pierce; 'RL-34998" Revision "# :.: Id •'.Part _'.Locate. . •Length.: Left ' 'Right Width " .Brace-, .Weight Out' •""'In - - --- -- --- -- -- • - -- -- --- • 5 . 95Z067.: : 7.:5000.: 3.67 '4;.04- :0 : 14-.0 . .0:00 O.ZO • ,6 . . 95Z067_ .7:50-00. . 14.75.: 4:04 . : :0 '56.3 :'.;0..00' 0'.:70 .. • LOAD .ID:'0,.6Wind' Pressure.: - --------------------- GIRT .ACTIONS;. - ---------Shear.(k.)---.-= --.--- -- ----Moment(f-k) Bay. Left- Left. - Right-.' .Right ".. ' Left Left- Mid-Span ---.Right Right Id :Sup Lap.. :Lap Sup : Sup _Lap Mom: Loc Lap Sup _- .5." =0.7.3 :' ' -1.:11 0•.00. :1.52: 1.,83". : . 3.39 " 6 1.00 -0 '.54 3.39 1.38.. 9.59 0.0:0 STRENGTH/.DEFLECTION: . .. Bay -=-=---Shear..(k)=----= 7. - :Mom+Shr':' D.e'flect.("in) Id "-Loc :• Calc Limit UC Zoc Calc" Limit" UC Loc .• U.0 Ca]c; Limit 1 5 .-'RSup" : 1:.11 .:3.02 :0.:37- - RSup. 3:.39 .:-7.13�.0.:48 •'R. •0:6.0• =.0.•'10 ,', " 6 - LSup:- 1...00-.'.3.02 0-:.33 -.'LSup. 3..-39. 7:13. 0:.48 "LSup:•.0.58.- =0';07:. LOAD ID:0:6Wind:Suction GIRT ACTIONS:. :".. . ---=-=--=Shear(k).. -= -- ------ - - -Moment:(f=k)--:=-=------ - Ba•y .' .*Left-Left Left.":Ri:ght '•.'Ric�h-t " ",Left .'Left Mid'-Span'-•.,..'Right. Right- .,I'd,I'd Sug "Lap;.'- 'Lap.' .. .Sup- Sup Lap Mom;. Loc•' L:ap -Sup':-.. :.. 5 .3 0:00 -1r68 : 1,83 3:73 0.81. 1:2 .. 6 • 1.10' ,0.-59' 3;73 1'.53-. 9:59•":: 0.00 _ STRENGTH/DEFLECTION. : • ; • Bay • :-- Shbar.(k)=-==-==- Mome'nt(f-k)=:--=='- Mbm4-Shr Deflect(in)- -Id :Loc. .",. .Cale- Limit'. UC` " Loc. .' , .Cale:Limit UC' 'Lbc. UC• ' :Calc:Limit' RSup,.': 1.23 -.'3.02: 0:41 RSup_ : -3.73 ;'7".13: -0:52 RSup,':0.66': - 0.11 6. . LSup. :-1:10• . :3'.0Z A 36' . L'Sup. 3-,73. 7.13 .0.:52' . LSup."0.:6:4. 0:08 .. - DEFLECT:ION ,. (Working Load) . . Span Wind Pressure.- Wind Suction.- Id". -Calc Limit. Calc Limit -. . .. 6:'. 0-.:03. . 1::97. 0.04 1.97 8074 Job'No. K21.. 9P,: Designer JMH BUILDING Customer Kings Commercial CeiLtei.' Checker.' SYSTEMS puidress Lots.�Pletcb' l&2..Block:B;..Kings Hwy : . Seal'Engr. BETTEAULUTOS.BETTER BUILONG$.-. .Fort ; 'FL 34548. ..' Revision #' .. _______________c==-==_=______________-____________________=___ _ .. K2180144A Wa11.A- -- _Girt Design .13 :,.(Locate '11;00).' . . .10/ .4/2L' 10:21am ----------=--- -- - __-=- --_ - - ------_------ - -_ - ---=- --_-=-_--- GIRT LAYOUT: :• . .P,vailable Reduction. Bay _ Design._ '--Lap-(f t)-77- Load . No. Factor,- Id.- _Part_ Locate '.Length. Left :Right' •• Width.: 'Brace-' Weight - Oiit-. - :In: 95Z1.05 11;00:00 29,50. 1:19 3:00 :0 183.7 : . 0;.00 0.70 2. .95Z0.89 1:1:00.00 24.:00 . .1.19 :. 1:.19 .. 3;00. 0 .. 133.8• -0..M."Oi70: 3 .95Z067 ' li.-o000 : 24:.00 1:19' 1..19- •-3.:00 '0 :100:.7-' 0.00 0:70..' -4 '95Z0:67 11:00.00 24:00 - :1-.19..- 1.19 3':.00 :0 100:7 0:.00. .0:70 5 ' :95Z0.6-7 -1:1:00.00 24.:00 ' .1'.19- 1:.19 .. 3:00 0 '100.3' 0..00' 0:70; 6 -�.95Z067 1.1':0000 ' 14':.7'5 `1.19: 3..00 0`- • 60:9 ' 0.00 D 0.. : LOAD -I:D:0-..6Wind:Pr:essure GIRT ACTIONS: ---=----=Shear(k)---:---=.-- ---=--=.-------Moment(f=k)--:---=.---=---- Left. :Ri: ht Eti ht Le.f•t :Leftt -Mid-S an Ri lit Ri ht Bay Left 9 g P: 5 g Id Sup Lap: .' Lap Slip Sup - Lap. , Mom.' .-Loc.'. . Lap ' .. Sup. :1 137 . .-l::69 .. -1:78 0:00 .• .. 11:87 15'.09 .. 8:01 10.07 2 ; 1.03 .'0'..94'. -0_.:98• .-1.:07 10:07 8.90 ' =1.93:. . 14.;02• 3.73' • •.'4.95 . ' 3' 'l.32'. 1.22 : '-] :13 -1:22 .•4.95 3.44 . •=4.36 : •10:00 4:25 5..64. .. '4 .1:1-6 - l:.07 . ..-1:24- -1.33 5:64 A:32 3::08 .".14.00• 9.88 6.41: . 1'.41 1:32.' -0::95• 1.04 6:41 .A".79'. _3:82.' 10:03• ".2.85 4.03 6' '�0.84 .. . 0.75' 0:29 4.03 3.09: 0.56 : '10:92 'STRENGTH%DEFLECTION: B_ay =_--- .'.-Shear-(k)===- =-' •'==-==Mom6nt(f-k)==--:= =Mom+Shr Deflect(in) I'd -L•oc Calc• Limit• UC • Loc Ca1c••Limit• UC - Loc UC .'Calc. Limit : . l' RLap. 1:69.,1:1.72-,.0.-14 . MidS:"-ll.87. 12.95 .-0.92 --RILap.0.64_ 2:.05 . 2 . RLap. . =0_.:98,- ..!.:11 0;1:4 .-LLap. 8::90. 10.:33. 0:8:6 .'LI,ap. 0.87: .•0'..22-, . . 3 . LLa l:"22 ', 3'.02: 0:41 . MidS -4:36 ;'7�.13: •0:61 . RLap., 0.70 •. .-0.54 ': p.. 4 :RLap. 1;24 3.02'..0.41 . RLap. .• -9:88.' '.7.13 ..0.68 :RLap:0.•80 0:.26 :5 . LLap; . 1.:32. .3..02. 04:4 .-LLap.'. ' 4:.79.- .7.•13 06.7 . Lhap. 0.80: !-0..49. _ "6 : LLap': 0:75 :. 3'.02: 0.25 • .hLap 3:'09 7'.13: 0:4'3 • I;Lap :0.50 .• • 0.03 ': LAP :BOLT' SHEAR/BEARING:: B61t.-Size', =0:5:00.-(A307) Bay . ==--=Lefh_Lap.(k).______ •_.---=Righ Lap(k)_____ .' A .180 :• Job 'No: �K2180744A: ' Designer'." JMH " KUiMY_- ciistomer Xingsi:Commerc a,l Center . Chdcker SYSTEMS Addiess' .Lots_',1&2..B1ock:B;..Kings Hwy:",'Seal. Engr. kntgWiuTIOKSM.O.Be ILDINcs.. :Fort !Piei.ce; Ft.3494B, Revision # •I"d _. Calc Shear'. Bear,- . UC "Cale- She'ar'. Bear". .' UC 1 2.29 : .'2•.653.31 :'0.86 2 1:95, .2.,65'. 2:80 0.7"4 1:19 2.65 2:80 0 95 3. 0..90 2:65 2..11- 0-A2.' 1..1�9� 2:65 2..i1" 0'.56. . . .. . . 4 .' • '1.19: . 2.65 ..2.11 :0.56 1.35 :.'2'.65•--2.11 :0.64 .' . . '5 '. 1:35 .2..65-. -2:11" 0.64 0.85 2.65'. 2:11 01;.40 6. 0..85 2:65 2..11. 0-.40.' LOAD .I•D:0':6Wind• Suction GIRT ACTIONS:. ---=---= Shear.(k)---.------ ---.-----------Momerit(f-k)---------- ---- Bay_ Left Left. Right. Right . .. Left. Left .•Mid-Span Right , Right Id Su La. P P.. ",Lap Sup Sup Lap: . Mota. • �Loc Lap : • :Sup 1 -1.5.4 ' :- " l..87.. •1.:97 0-..00 . 13.•19:. 15..-13 .-8.:87 =11.15 .. . :• 2 - 1.14 :1.04.." 1.08 1:.18 11.:15 9.86• 2.12..• 14.00 -4:.10 -5:4:4 . 3 1.45 -.1:35 _ 1:.24 .. 1,S4 �5:.44 3.7:8 .81 ' 10'.00 .. =4.69 4 1..2.8 l.18:• 1..37 1..'47 =6:22 :-4..7.7 '3.40'. 14..00 5.:38 -7.07. 5 - 1.55 -.1.45.. - 1.05 1:.15 7.:07 . -5.28 . :4.2-1.. 10.03 3:14 6 0.9:3 0.83 . : 0:33 4:45 3.4:0 .0:62 . :10:.92 .. 0.00 STRENGTH/DEFLECTION: . Bay ----:---Shear(k)-=-- Mloment(f-k):---=.-- -Mom+Shr. Defle'ct'(in:) - I'd - hoc'..': Calc hiinit UC hoc .. Ca a himit UC hoc .., UC Caic.. Limit : • -- -=-= ------ ---=- ------ ---= .-------- ----- ---- - ---- ---'-• ----=.-- -- * :1 RLap: 1.:$7"'11:72 0:1�6 MidS:.' 113.;19 .9.0:6 1:46* RLap:.'0.70 .2 RLap..'w 1:08 7.11 -0'15 I;Lap.. --9.86 10.33:-0.-95 TZLap.:"0.96: 0.25..': '3 LLap.' •-1::35'..-3.02 :0.45' MidS .._4:.81 ., 6.73 .0.'72• "RLap.0.78• ' 0:.60 . . 4. • RLap.. 1•:-37 :3:02" 0:45 'RLap;. =5.:38 J.13 0:76' "RLap; 0'.88 0'..29. . 5 LLap.,': --1:"45 ;'3:02 0.48 TZLap.,' 5.'28 .. 7.13 -0'74 - LLap.."0.88 . 0.54,.' 6' • LL.ap. :-0..83 .:3.0Z.0.27' LLap 3::40'."7.13.0.:48' LLap."0.55 *WRN(GSM-203) Moinent >:Idmit ,: : LAP BOLT 'S.HEAR/BEARING::- Bolt Size.".0.500 (A307) _ . Bay . =- =Left..Lap(k)=_--== . =---=Right_Lap _., Id Ca1c.Shear. '.Bear'.. . UC' Cald..Shear. Beaf .. UC' 1 : 2'.54:- 2."65 3:31: 0:9.6 2. 2.16'.: .2;65. 2.80 ,:0.81 . ':1'.30 . :2:65. 2.80 .0.49 3 . 0.:99- 2::65. ,'2.:12. 0:4.7 1..31. 2.:65. .2.:11. 0.62 4 1:31: 2.65 -2.11 0:62 : ,'1'.49: 2.65 2:11: '0:7.0 5 : 1.49' ' 'L 65. 2'.11'.'0.70''. ':0'.94, ,: :2;65. 2'.11 :0.-44 :6 ."0.94. ''2::65. ,22.:11. 0:4:4' . " - ' "A" 1"8 I K . Job' No. K2180744A.• Designer JMH BUILDING Customer Kxngsi .Commercial Center, Checker. SYSTEMS Address Lots:I1&2..Blo.ck:B;..Kings Hwy : .'Seal Engr. B M.R.SCI:Wlbfls.BEUO:Bunoimrm :Fort' Pierce; FL 34948. Revision # DEFLECTION:' .(Woiking. Load).. Span, - :Wind_Pressure :-.'Wind Suction -Id Calc- -Limit Calc :Limit 1 =1:03- 3..93-. 1.14.. 3:93 • ..'2 0.11- 3:20 =0.13 : . 3•.20 .. .3. =.0:27 : .'3.-.20 .. 0:30. 3.20 r 4 -0:13- .3.,20 . 0.15.• 3:20 .. ---5 -.0:2 4.. 3:2 0 , " .. . 6.' 01:0]. : .-l.-.97 70:01. .1..97 . " --------------- K2.1807.44A: Wa11. 4: - Girt."Design .1.4 '(Locate 13..50): .10/ .4/21 10:21am. :GIRT LAYOUT . : " A aiiable Reduction: Bay Design ;ILap(ft.)=- :.Toad " .. No Factor=.. Id Part: Locate Length." Left.. 'Right Width 'Brac:e Weight; . Out .. I h 1 .95Z089 18:.5000 ; 29:50 1..19 ::3.:44 '0-' • 155:7 0.00 .0.70.. ' 2 95Z0:67 13:5000 24":00 1.19.. 1.1.9 8-:44 � . ..0 100:7 ." 0:.'00 .0.-70 " 3 95Z067 13.50.0'0 .24..00 1.19 1:.19 .-- 3":44 0 .'1'00.7 0..''00- 0'.-70:• 4 .95Z067 1.3;5000 24:00 1.19: 1..19 :=3.:44 0 1000 0.00 ;0.70.. - 5 95Z0.67 13:50.00 24:00 1.19.. 1.19 3:44 ..0 -100:1 0:.'00• .0.-70 6 :95Z0.67 1:3.5000 14.75 1.19 3:44 0 '.. :60.:9• 0..'00 0.70,. LOAD ID:0..6Wind Pressure • GIRT ACTIONS.. --- .-=-=-She:ar'(k.)--_____:-- -----------.---Moment(f-k:)'-___--:=-=------ •Bay' Left. Left••''. Right ;'Rigfit Left -.. Left. Mid:-Span • ;'Rigbt • Right I'd .:Sup. Lap. .: : Lap'.. Sup - 'Sup Lap. ... Mom. .. . Lot ,.: Lap • Sup 1 1.05. -1:45 -1.5:5 . ,0.00 : =6.24 11:89 '. . 5:6:6 1.22 1::12 -0,.79 =0:90 . 7.4:5 6..06. =1::00 : ..1.3:83. 2:56 . 3.57: 3 _ . 1.02: 0..91'. . =1 ':00_ 1.-10 " 3:57 " '. 2.42: -2..27. . 11:50 .'3.37' : 4.62 .: .. 4 :1.06. 0.56 -0.'55 -1:0:6 4.62' : '3.42'.. -1.77 12.'03 3.3.7 A.56_ 5 1.09 0::99. ,=0:92. =1:02 : 4:5:6 3.32 2:.22 12:40. 2.57 : '.'3.72: 6 . . 0.90: -0.80. -0.40 : 3:72 . .'2.71: 0'.90. . 10:2'4- 0.00' : : . . STRENGTH/DEFLECTION Bay . =------Shear.(kj-=--- : ----=Moment(f-k)=:---== : Mom+Shr=.: .DefTec:t(in). . Id . Loc. . .: :Cale:Limit.: : UC . Loc. 'Cale. Limit ; : UC Loc. _".: :UC. Calc 'Limit 1 : RLap -1.45 -"7:11: '0.20 : MidS -6.24 10:33: 0.60 : RLap .0'.58 .: :-1.38 2' :LI;ap_ .: :1;12: :3 02 ;0.37 :LLa p 6-.06. :6.93 .:0.87" . LLap.0.;93. 0::05 Job'No: K21.8 0744A, Designer. .. JMH RBY qustome= 'Kings :Commetc al. Centet, Checker ' 'BUILDING• SYSTEMS ' : • .. Address, Lots. 1&2..Block:B;..Kings Hwy BElteasoiUr�oks:sErrExaUILDINSt.. Fort ,Piet.ce; 'FL.34948• Revision 3 •'.RLap 1:00'. .3.,02: 0.33 . .RLap .3.'37 . 7.:13. 0•.47 .'•RLap• 0.•.58 . .=0:34. : .; 4.; LLap. . 0:96 3...02 :0.32., LLap 3:42 7...1.3 ;0.48.: LLap 0.,58 0-.20 5. ., LLap ;0:99 3..02 : p 0.33 . LLa 3.32 • '7.13:0.'47 . •LLaP'0..57 -.=0.33 . :• .. • . . 6 ..LLap 0-.8 0.' 3..02 0.2'6 .LLap .71 7:L3 0.38 . .LLap 0.46 =0:02 LAP :BOLT.;SHEAR/BEARING:: -Bolt Size 0.500 ..(A307) Bay.; --.-Left:Lap(k).-=--- ----.-Right. Lap,(k.)---- Id Calc:Sheax .. Bear:-.- :UC Ca1c:Shear'-. Bear:. UC 1 :• 1..7.9 2:65 2.8.0 0-.'67. 2 •1.35 2'.65'-. 2.ll -0.:64 0.75 -Z'.65 '..-2.11 0.36 3 0,75 .2..65• 2;11 0:,36 : 0.9:7 2..65-'-2;1:1 0i.46 4 0.9.7 2:65 2.1.1 '0:46 0.9.6 2.65 2.i.1 0:46 5 0.96.. .2'..65 .. 2.11 0..4 6 0.78 -2..65 '.. 2.11 •0.:37 . 6 0:7:8 2..65 -2:ll 0:37 ..LOAD ID:0-:.6Wind.•Suctiom ------- ------------- GIRT -ACTI.ONS ---------Shear k -------.-- -------.------- - ------.---- ---- . •. , Bay . .Left- 'Left. .Ri:ght .:Right iLeft Left. : MomMid(Span Right., Right p :ap Id Sup Lap: : ..Sup . . -=- -=-: -=--= ----- --- ----- - --- ----- - ----- ----- -----. 1 -1:15- . . . .1.:60 1:72 0.'00 6.93 : .11".85 ' =6;27 8.24: 2 =1:35 1.23:. 0.;87• .-.0.99 b.24 =6.71: 1'.09:. • 13.;85- :"2.82 •'.=3.93'. 3 1.12 .• =1.00 1.10 1;22 3.93 2.67'. 2.51 ': 11:50 -3172 '=5.•10 4 1:17 1:06. . -1:05 1:17 5;10 3:77 1.95 .".12•.03 ' -3:71 =5' 03 . .. 5 1.21 "l:09. 1..::01• 1.T3 5;03 =3.67 2.45.'• 12:39 2.83 -4.1T 6 1.00 : .-0,88 0;44 4.11 -2.99'. 0.99 10:24 0:00. STRENGTH%DEFLECTION: Bay --Shear(k)=----=- Moment(f=k)=--__ =Mom+Shr Deflect(in) Id Loc Ca_- Limit UC Loc � Cal-c- Limit- UC Lbc UG .'Calc.'Limit 1 . RLap 1:60- ,. 7.11..0.23 =MidS.".. .6;:93. 7 23 .0.96' •RLap ,0..65 ' . 1::53 ,' 2 . LLap. . =1'23- "3.02. 041 -LLap:.'. =6:.7'1. .'7..13, 09�4 . LLap;'l'.03: 0*.:06... .3 - RLap.': 1.10 3'.02' b:36 - RLap. : .-3:72 ;'7'.13 0.52 RLap._'0.64 . _ 0.58 '4 .-LLap. •1:06. 3.02 ._0.35' . LLa '3.:71 7'.13'.:0.53" _ LLa • P. :- • .. P� �- P0.6-3 0:.22 5 .'LLap 1:09. 3..02. 0:3:6 LLap.'. =3;:67 .7.:13 05:1 LLap;. 0.63: -0.36 . 6 . LLa 0:88 . 3.02: 0:29 LLap -2:99 .'7'.13: 0:42 - I;Lap'0.51 .. - 0.02 ': LAP :BOLTSHEAR/BEARINGi: Bolt. Size. =O'.S .0 (A307) Bay ___-=Teft_Lap:(k) __--=Right-Lap(k):--___.. - � A 183 K21.. 0�749A. Designer. .. Job'No 8 JMH" IRBY .. customer 'Kings`:Commerc a1 Center. . Checker. BUILDfNc." SYSTEMS. Address Lots 11&2..Block:B ..Kin s Hw. g y : Seal"Engr. eETTERULUTONS.GETTER BUILDINGS..' : - ":Fort .!Pierce;. RL.34948• Revision .. A. I'd Calc Shear'. •Bear' UC . Calc Shear. Bear' _ . UC , 1 1.,98 : .:2.65 2._80:'0.75_ . ...." .. 2 1.4-9 , .2••'65. -2.;1.1 0.-71 ". 0.,83 . .2•.-65,.' 2.:11 0..39 3 : 0•.83, . .2:65 2...11-0'.39.. - 1..07 2:65 2..11' '0.51._ 4.."- 1.-07 :..2:-.65 - 2.11 :'0.51 .. 1.06 :.;2..65 " 2..11 :0.50 -5 ]-.:06 .2-.65. 2._11" 0".50 0.86" .2.65-. 2.:11 0.41 6.: 0..86 . .2:65 2..11'0-A1.; DEFLECTION.: (Working .Load) Span. ,Wind_Pressure Wirid_Suctl n .. Id.. `.Ca16 ...Limit .. Calc:" " Limit --- - ---- ---=- -----= -=--- . -1 -:0.69.. 3.93 0:77 • :.-3:.93 '.. 2. :• 0:03 :. 3:.20 .. =0.03:. .3..20 . 3 0.17: 3..20 , :0".19.. 3.20 4 -:0.10.. 3.20 0.1I . . 3'.20 5 0:16 3:.20 0;18. 3..2I0." :.. 6 0;01' 1..97 0:01.. - 1.97 ____-----------_____________------------------ ___ K2180744A ..Wall 4..�- Door ',Jamb.,"& Header. Design. . 10/ 4/21:. 10:21aTn. ------------------- LAYOUT: .. . . Open Bay.. .Load Id Id- .Locate. •Part Length Width Weight -JambL J95C067: ..'11:00, 5.00 .. 42:0.: JambR'.. J95C067 11:00; 5'.00 42.0• . Header. ..J9'5CO67 10.001 :0.50'. 38:2: 15 2.. •JambL J95C067 .-11:00 5:00• 42.0 . .JambR•.: J95C067 11;00, .'5'.00 42.0. Header:,J95CO67 10.00' O.50 . .'38.,2 1-6 3 JambL J95'C067. 11:0'0 5.00• " : ':42.0'. . ':JambR. J95CO67 ' 11.00 5.00: : .42..0. He6Lder." ,J95CO67 10.00 -0.50'. 38:2: 17 4 JambL J95'CO67'.• .'l1:00 - .5.00- 92:0. : .JambR J95C067. :11:0'0 . "5.00: •"42.0- Header.' ..J9_9C0 67 10.00' : :0.50 .. . . 38:2: . 1'8 5.. -JambL I. J95C067'. ;.'11:00 5.00_ ' 42.-0 .JambR. J95C067. 11.00 . , 5.00: . 42.0 Header J95C067' ' " 10.00' . :0.50 . -.'38.2: STRENGTH/DEFLECTION:; :. . Open _-_Load =-=-Shear :k - . ---- ( ) .-_ . ,--Momena(ftf-.k)=. Mom+ . Deflect(in) Id'".Member . Id Calc,: :Limit UC: : Loc Calc 'Limi:t -. UC .-Shear Calc. Limit . .: . 1'4. JambL -WP : . 1:56. 3,:02.'0':52: 5.:21. . =4::58. . .:Z.63 0::60- :0.66 . =:0.12 .: :1,'47 WS' . =:1.73, : 3.02 :0.57_ 5.21 5.08 . 7.6:3 0.67. 0:7:3 0.:1-3. 1::47. .. : . c: rn. Cn. a. I •Sz•(D. ao. �'. H x`y 'C� x`q C4 .x`cI x`C{ � x`C1 4 I: '3' C�J �C; CA: .: (Li. pC: U: �i. x: U: . :�. x. �. x. ( "o (D. a, w lD. a• w•(D w_ w (D. a. w (D.a.a 1 .(D 0. (D- 0) . a • . .(D . a w ". .(D. . N a a a.• a• � 1. m ' :z't� z'r. n. r M. W. r . z: r. �' n �. . ".r: (D: �. . :r �. . :r � . . :r ' = n AW ' �. Z. i N. �. i r N. •�. I 3 cn to ro .cn.ro to.ro.to ro.to.ro •W.ro to Fv.m,ro to.ro-tn +v .w_ro to .w .tn w .cn w w .ro 3 Z Ci. H.'F.. o.i �:N. Ci.�:�+. o'.�:F. CD'.r o`oC) o'ooO'O'CDo`o.bo`o 'o 'I: O: ' :'I'. • ' .0 O. O-O. O. O O. C�. CD O. O. O-O..O.O• .I ri, -.'. O.O, 0.0 0•O.C> O 0.0 0 •O".O O O'.C)"O O.F-!-0 0'.CI F' O.O"0 0'.O CD 0 . ' . m m -o a w-IO %D 0 CD kD co -a 'a'C) 0 .c,. a, O. lO-"C) CD, O kD mil. M.'0 0.m-(n . - .. - . . .. . . 1. 0 `1. 2 :4, . : V. m. O-6l. l0, O. 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' SYSTEMS� ' :.. ; . .. .. • .....�e..y. Address Lots. 1&2..B1o.ck:B.;..Kings Hw}i : . Seal'Engr. eETEO 56MIOks.sEMRauLLoiNG-k :Fort1.3 - .- . .: . _ .ce:..�FRevision # ' Pier 9998. K2180744A Wall 4 .'Panel•- Design (Bay 6) 10/ 4/21 aOt21a--------------------- PANEL DATA: Rotation• :.'Panel.. I'd Part . . Type Gage , Yield Stiffness Height 6 . KR6 KR2 26._00 . 80.0 : . 0..44 17.88.. MOMENTS & DEFLECTION:. .. ( Span Locate(ft). Buppoft. . Midspan . .. ---Deflect(in)-- 1 Id Start. End. Load. Calc Lim It UC.. Calc Limi.t - UC Calc' Limit UC. - 1, 0,.'.00 -.'2 92: WP 4.8..1 1.3.8-.3 ,0:35: 1.4:0 ,111.7 0:.13 0..0. 0-.58 A.01:. 11.7 :0 I5.2 138:3 '0;11, 0:.0- 0.58 ..l WS : , 52•:2� 1 •.47 -2 2.:92 -7.50 -WP 52.0 13'8.3 .0:38 33.3 .111.'7 -0.30 =0•:0 - -0'.92•,.0:.-04 WS 56.5 11.1.7 0:51: 36:1 '138.3 0:26 0.:0 0..92 0.09: 3 '.. '7:50 11.00.. WP-• 52:.0• 'l38.3 :0-.38.. -I8:6 .111-:.7 0:17 0-:.0 0.70 0:01.. - •WS 56:5-11:1.7 '.0:5I -2:0.2 .1.38-:3 .0.:15 OiO : O'.70 '.0.'OI 4 11:.00 I3:50: WP 55.2 13.8.3 0':40:.'- - f.-1 '138.3 0:.03 :0..0 0..50 '0:01'.. WS -59•:8. 1I1.7 :0.54.. - =4.•4 :111:.7 0:04 0:.0 0.50 ;0:02.. 5 13.50 1.7:88 WP 55:2.138.3 .0:40 -5;0.9 111:7:0.'46 0:0 . 0:.88 '0.07 WS 59.:9 11.1.7 '0:54:. 55:2- 138.3 0-.A0 0-0• 0,88•'0.07. WP. - . 0:.-6Wnd Pressure. . WS '0..6Wind-Suction -------------- - ----------------------------------------- K2180744A ."..Wall 4 Panel.'Z'one's 1'0/ 4/21. 1021am. . PANEL . Tensile .Thick Yield Strength.. . Part.. (in). (ksi) ..':(ksi) KR6 "0.019' 80.00 : 62:00. .. . .GIRT :SCREWS: Dia . Washer . Limit Part.- (inl (in) ' . ':(k)' H1040 0.22 : 0:45 : 2.80:•' PANEL ZONE LAYOUT: . . . --- --Girt---- -- Zone. Wall=-=-=. 'Bay Load.: : Min Panel .-I'd : . Description. . Offsetl Offsea2. , 'Id, Locate -Width. Thick ;Span' . A .186 . .� Job- No. K2180749A:• � � ' .Designer:. JMH KIRBY . . .Customer' 'Kings .Commercial Center, . Checker BUILDING. SYSTEMS Address- Lots. 1&2.Block:B .'Seal'Engr.'; Qo..�. :eeneeseiaiiok i3E rEa:euuWRG,,. : ':Fort"'Pierce; RL.34948 Revision 1 Interior'' 6.60. 193:40 - .1 : .-7.50 4:..04 0.067 '0.00.: 2.' Lt- Edge 0:00 6.60 . ' : .:1 7,50 . 4.:04 0' 067 . :4_.:58 . '.. 31. Rt.Edge 19.3.4 0' - 200'.00 .8 0:00 0...00 0.000 0.00 GIRT..SCREW CHECK: 1 .Zohe�.� Screw Suction Load _ :-�-Girt-L1mPanel---Screw :,.,Max. Id Space (psf) (k) Pulloiit'.Pullover. Tension- UC �• f .1 :1..00 . .. : 34:44 0•..14 0.:29 .. .0:26: 0:75 :0.54 . .. 2 1..00 :42'.36' 0.17. 0..29 . 0.26.. Or75: 0..66 3 1-.00. 42..36.' • :0.'00 ------------ K21807:44A-.. Wald 4 - •Warning Summary 10 :4/21..•10;21am• SIDEWALL .GIRT Member-' . :.- WRN(GSM-2.O3) ; _Moment > Limit *Girt:fails at the rriidspan : . :-> girt to be nested.with.same size,.:UC halved.' . = Job' No. K2180744A. Designer:. " JMH KIRBY .. .�ustome= 'Kings'.Commercial Ce rater. . Checker.' .. BUILDING. SYSTEMS Address" .LotS. 1&2..B1ock:B'"..Kin s Hw. g Y Seal Engr." :een[aUdUTIokiSMtkeuuotxcs Fort";Pierce; 'RL 34948 Revision #- K2180744A - � � Wall ".'Des'gn' Code-------------------- -10/ 4/21- 12:14pm ' :STRUCTURAL CODE:.; Desigh Basis• -WS Working:Stress Hot. Rolled Steel:: AISC16. Cold Formed-.Steel NAOS16 BU.ILDING..CODE:.. Wind Code :.: FBC :-2 0*. (IBC .18): Seismic.ZoIre: .. : . .A - MODULUS OF_ ELASTICITY .. Hot Rolled Steel :29:000 ..(ksi) : .. Cold Forined Steel 29500-:(ksi:) --------------------- k2.18074�4A : Wall 3.. Bypass.(Girt Layout 1"0/ ;4/21; 12 c.l4prri GIRT LAYOUT.. ay Locate -DId.. -Id Part . StaartOf.fElnd'. Length•' LefttRi.,ht•'Wei t' 1d -:Max. _Leaod::-t- Ro �:• , .. g • .- g . gh R p x t 2.92 . l 2 .08:Z067.. 0.00 3:50 . . 3:.50 .. 0.00 . 0:.00 .. 10.1 WS 0.,88 'Mom+Shr .. D 3 08Z067 . . 0:0"0 25'.00:.' 25:00 ":0:00 3.,94 83:.1 WS 0.86 Mom+Shr D 4 08Z060:. 0-:00 20-.50.. 20:50 .. 3-.94: 0:00 70.,2 WS 0::82 Moment D 7".50 2 . 2" 08Z089. . 0:00 3":50. 3:50 - "0:0'0 0:00 :".14':9' 'WS 0.88 Mom+Shr ' D .. .. .. 3. 08Z'089. 0:00 2'5.00 ': 25:'00 A. 3.94 '.'l23::2 WS -0:87• Mom+Shr• .'D' ' .. .. 4'.08Z060' 0.-00 20::50 . .20'.'50' .3.94'. •0':00 ' 70:2 " WS 0:-79.•Mom+'Shr 'D _--- --- •---• -------- ----- ---- ----- ---- ---- ------ -- ---- ------ --- 1:1.00. 3 2 08Z060; 0:0'0 -:3•.50 3.'80 .. 0.0,0 0:'00 10„::1 -WS 0.:06 .Shear. D '..': . . 4 .08Z089': 0.00 20::I50 .20:50 0.00." 0:00 : 87:3 WS 0:89 Momerit D 113.50.• 5. 2: 08Z'075'.'- ' 0:00 - 3.'50 3.50 0.00:- 0.00 11:2 .-WS -0:91. Mom+Shr .'D Z 5:.0 5'.' 0.. .3.94. 9 .8 - WS 0.89• Mom+Shr. 'D A. 08Z060 . , 00:0 20".50. 2050. .3.94• 0::00 . :70:2 • WS 0.58 Mom+Shr. .D -15.50. 6. . 2 .08Z067 0.00' ."3::50.", .3.'50. :0.00: .0.00. 10.1 WS' 0 '89 Mom+Shr D 3. 08Z'067 0:0:0 25'.'00, . 25.':00. 0..0.0• 3::94. . ..83.1 :WS 0.87 Mom+Shr. . 4: 08Z'060. . 0.:00 -20..50 •20.50 . 3.94: 0:00 70:2 .-WS .0':66. Mom+Shr "D : - . . : WS 0 "6GTirid Suction GIRT INSIDE :FLANGE BRACE No:: Brace•/Bay.. 1 2. .3• . .-4 . - A .188: ' Job"No: K2180744k Designer;. JMH'" KIRBY �us:tomer "Kings :Commercial Center. ,'-- Checker. SYSTEMS :. Address "Lots 1&2 Block:B Kin s "Hw -Seal En r.' ..:..�o..d... ,.. 9 y: g eenEAstliunoks serTEa.euamRcs . : Fort" Pierce; 'FL.34948. '" ' Revision '# ' . --------=---==-------- ----- ---=-------y---------- - K2180744A :Wall .3" Girt Design . .1 : .(Locate ; .2;92) -10/ .4/21.• 12:1�4pm GIRT LAYOUT: •- . . Available . . ... 'Reduction' .. , .. Bay ; Design: .;-:ILaP-(ft)- ad No: - Factor Id. Part.. Locate Length Left Right . Width:.'Brace_ "Weight: Out In . f• - 2 08Z06:7 • 2:916:7 3.50 3..7.5 0 . 11.2 '0.:00 .0..70 . 3. 0:8Z067 " ;. 2:..916.7 " •.'25..0:0 :•3.:94 3.75 : 0 . .. 92:8. Q1.O0 0.70 4 0.82060 2-.•9161 20.5- ' 3:94 3.7:5 0 70.2.. '0-A0 0:.70 .. " LOAD -ID .0:6Wind Pressure' ..GIRT ACTIONS: : . -=-=----:-Shear(k)---:---=.-- ---=---.r------Momeri.t(f=k)"--:---=.- --- ----:-. .B.ay . 'Left Left ..Right'.. Itiglit_ :' Left Left 'Mid-Span " .. Right_ Right Id - :' Sup - :Lap.. Lap`: _ Sup Sup Lap 'Mom' 'Loc Lap ." '•" -Sup'." ; .. .2 0:9.5- -1:28 0:.00 .• ;. '1:8I . .' •1:.75�'.. � ' :'�3.9.1:• . , . 3 1.11 - 0.,92 1.:30 -3-:91 . 2:47:' - 11.,51 ' : .1-53 -'..'6.30 :. 4' .. 1.29: :0.91..' - -0.:68 6.30' .. "1.95 .. .-2".40.. 13.44 :' 0:00 STRENGTH/DEFLECTION: " B:iy ' •---=-=-Shear,.(k)==---_ ---=-Moment(f-k)'=---_ �,Mom+Shr;=' Deflect(iri) ' •" Id '"Loe C&I-c'"L mit UC ''Loc Calc•'L mit• UC •'Loc UC Ca1c. Limit '2 :RSup. .-1:,28•"..' •3':6'.0.35' RSup.'. 3,.'91-'.. 5.41'.0.72 •"RSup:'0.8;0' ' •'0:00 : . .. 3 -"ISup:.'' " 1_::11' .3.:6' 0:30 ''I;Sup. ' 3.;:91'':5:41. 0;72 ' L8up:.'0:78:- =0':64:'' :4 'LLap., : 0:"91 2':6 -0':35 ' ;LSup.j • 2.98 -A'.78:•0.62 LSup..':0.67'.' -0,4 6.• LAP.'BOLT' SHEAR/BEARING: Bolt. Size-.'=0:5:0"0.-(A307) B. - eftL -- `--Right_hap='-ay _ --:-- 'I'd . Cale- Shear.- ."Bear. UC Calc. Shear. .'Bear. ' . UC 3''. : : 0.92'.: :2;65. ..2.11 ,0.20.' . 0.:38. . 2::65. .'I A9 0.2:0 4 LOAD :ID. t. 0::'6WiTid Sucti-on.' A..1'89 " Job No: K2180744A. Designer:. - JMH . -r. . . IRBY.. Customer 'Kings';Commercial Center. . Checker.'..' ILDING. SYSTEMS Address Lotsl 1&2..B1ock:B;..Kirigs Hwy Seal Engr.- e BinEAs66JU04i BEnoi.61LotsG3.: ':Fort'i,Pie.r.ce; FL-34948. Revision GIRT.'ACTIONS: . ... : : . - -= _. ------------==Moment(f_k)_______________. ' Bay Left . .' Left :Right' Right : Left Left Mid=Span. . Right Right' Id.; Sup, -Lap. Lap- Mom Loc. Lap. ., ..' 'Sup:,., 2 1:04 . . .. - 1.41.: :• 0-.00 1.;98 ..:'.:1--.75 4..2.9 3.. � 1,22 1.02 :'1.44 .' • A-.29.. 2:71:. 11.-48-.�--2..16..`� 6..99 : 4 . .=I.44 -.1.02.. 0-.79 6..99 -2.16 2.7.3.. 13:24 -0:00 STRENGTH/DEFLECTION: Bay . Shear..(k)---�--- -=---Moment(.f=k) ---- -Mom+Shr Defleet.(in) .. Id Loc Calc.Limi:t '.UC .Loc - Calc•'Limi:t UC Loc UC-' 'Cale- Limit 2 , 'RSup ;, 1:.41 '.. 3,6.0.39 . RSup 4:.29 .. 5.41 :0..79 . RSup•0.8.8 0.'00 3 ,LSup: 1..22 . 3.:6 0:34 -•'LSup: -4..29-. 5.4:1 0-.'.79 'LSup: 0..8.6-' ,'0.•70: 4., LLap.. : '-1.02 2:.6 '0;39. MidS.. 2:73 3.,3.4 '0.82. LSup.. 0.74 "0.53.. ' . LAP:BOLT .SHEAR/BEARING.: Bolt Size: =0..500 BaY . .-=-=---Left_Lap=----:-- -=-=---Right_Lap--- -- id ."Cal:c Shear- .Bear UC Cal:c Shear Bear. UC 3 0.47 . .2:.65'.. 2.If-.O.22 4 0:42 2..65 1:8:9 0:22 -DEFLECTION; (Working Load)': . Span Wind Pressure. ,• : Wind Suction - .Seis Pressure Se:is Suction.'.. -. Id� 'Cal•c;. Allow• Caic.. : Allow Cale' .•Al:loia•'.: C61c Allow ' ; 2 0::00 . : •0:;47 0.00;. 0.;47 3. 0.32:. 3.;:33• 0.35.. 3.33 4. 0,23.:: 2:73 0::25. .- 2.73 .. FC218074:4A. WaT1 .3, -' Girt 'D'esign 2: (Locate. 7::50) 10/:.4/21 .12:14pm GIRT LAYOUT:: . .Available. .. Reduction Bay Design: hap.(ft)__ Load. ' . No.. Factor. . . Id Part-.', Locate. ''Length.' .Left. Right . Width: Brace.'. Weight. .. :Out Ih. 2 08:Z089.: 7:5000, : . 3;50: 4.:04. 0 14:9 0:00 :0.70. .. 3 08Z089. 7.5000. 25.00 .: 3:94 : . 5':29: 0 : 12:3.2 .. :0.00 A.70 -4 :68Z060: 7:5000: 20.:50. 3::94. 4.04 . . 0 : ': . 70:2, . 0:0:0 0;7..0 . _ A :196 ..0.744A No: K21 Designer. Job' 8 ..JMH' customer Kings'.Commercial Center. Cheicker ' BUILDING ' ;. $YSTEtVIS Address .Lots.;1&2..Blo.ck:B;. Kings Hwy A Sea1 Engr. SETTEAULUMNS.6ETfMEUILDIUt : 1ortPierce; 'FL.34948. Revision #.208-3 f LOAD .ID: ." •0..6W'ind.Pressure. . GIRT ACTIONS:. -=-=.-_-=-Shear(k)=-=-=---- . .. ______--=--.-=-Moment"(f-•k).---------- :. Bay , Left Left._ Right Right Left Left:- Mid=Span._ Right . .Righ•t Id :'Sup" 'L'ap Lap .. . .Sup.: Sup :-Lap- Mom Loc .. Lap.: Sup'_ 2 =1.54 =.. 1..90 0.:00 2.85.. 1:75 6:01 3 ];6.3 1.23 1:77. 6..01 �.3.79 .12'..01 .. 1:79, 7..6.8 .4 1..4.4- `.1,03:' -0.:69 . .. 7-.68. : 2..82 2 r29:' 13..86-.' . 0.00 STRENGTH/DEFLECTIONr. Bay. :---=- Shear;(k).=.-=-=- .---=.-Moment(f-k).-=-=-- -Mom+Shr-: . Deflect(in)-. Id I oc. : . Caic Limit UC . 'Loc. Cale Limit; . CJC 'Loc • '. UC Calc'Limit • • . ' 2. RSup..• -1.90 :• 8•:.50•;22. RSup.. • 6.01 :• 7.,8A *0•:77. RSup.. 0.80 .. 0.00.. 3 . LSup' . . 1..63 .. 8-;5:0.29 .'LSup' ; . 6'.01 7.84 ;0..77 _ 'LSup'0,79 0.81 ' 4 LLap: 1...03 _ 2.:6 0:.40 LSup; 3..11 -4.7:8 0:.65 LLap:' 0..7.f 0,34: LAP BOLT SHEAR/BEARING:: Bolt-S-ize'--0..500 ..(A307). . Ba ---_-�-Left La -.---_-- ---= y. : - P Right:_Lap.------ Id =.. Cal":Sh:ear .. Bear: UC Calc.Shear.'_ Bear UC '. 0'.58 2.65 . 2.80 0.22 :. 4' ..'0.39'. '2::65- 1.89.0.21 LOAD ID. : 0.6Wind Suction ---------------------------------------- GIRT ACTIONS:. ---=---==She:ar(k.) ___--_- --___--_-==---Moinent'(f_k)______,-------== Bay •..'Left.• . Left Right :.'Right . .•Left' • ,.'Left. Mid-Span • ;. Rigti�t •-Right Id Sup. ' Lap Lap• .. Sup Sup _Lap. Mom.'.' ' Loc. ...: Lap . Sup 2 :1.69" 2:0:9 00' ": '-3.12 1:75 ='6.:60. 3 . =1.:80. : 1;36. I. : -6:6:0 4::16....:11;98. "=2:02 : 8' 54: . 4 : 1:60: ' -T.15 . 0.80' : 8:5'4 3:13: .' . 61.'. 13 '�66. :0.00.: STRENGTH/DEFLECTION:. : Bay . --=-==-Sliear.(k)-===-== : =-=-=Moment(f-k)===-== . Mom+Shr. Deflect(in). . Id :Loc. " : :Cale. Limit" : UC' . Loc. : :Cale. Limit' . UC" . L•oc. 'UC. Calc limit RSu 2 :. �. . p : ' 2;09 '. 8:5:-'0:24 . RSiip : '-6;"60 . 7:84:"0:84 RSup :0.88'.: : 0.00 3 LSu . p. :-1;80: 8:5.:0.21 . LBup. -6;60: T.84 :0.84" :Lsup.0..87. 0::'89 A .19�1- Job No: K21. 0744A Designer. .. 8 - JMH KIMY Customer' 'Kings .ComirFercial Canter Cfiecker.'.. 'BUILDING $YSTEMS'• ' Address •Lots, 1&Z..B1ock:B;..Kini s HWy .'Seal'Engr. inEA dWT16ki.BE17CKBUILDINGS, T :Fort',Pierce; 'FL.34948.'. Revision # 4. .'.LLap ' -1.15'. 2.•6 0'.44 .'.MidS .2..61 . 3.:34 0.78 . .LLap• 0...7.9 0:4:0, LAP BbLT.'SHEAR/BEARING: Bolt Size =0.500 ..(A307) Bay.: .-Right--- = _Lap- -.. .Id Calc:'Shear -. Bear:. UC - Calc;Shear Bear:,., UC .3.- 0..65- 2:65 2..8.0: 0.124 . 4 0.44 : . 2:.65 .. 1.89:0.23 DEFLECTION.-.- (Working. I;oad)... S.pan-. -Wind .Pressure Wind-.'Suction .. -Seis.-Press.ure -Seis_Suction 'Id '.Cale Allow .. -'Cale. Allow-* - -Calc .. 'Allow CalcAllow".. -=- =--- - ------ ---= ----- ----- ----- ----- ---- :2 .0.00.. 0.47 0.00 0..47=.. .3 =0:40- .3:.33 .. 0.45'. 3..33 4 =0:17' 2..73 ' : 0-.19.. - 2.73 --------------- --------------------- ------------- --------------_=---- 7-77 K21807:44A .. Wa11 3 G:irt 'Design 3 (Locate.11:.00).. 10/ :4/21.. 1214pm• GIRT -LAYOUT.:, . • •Available �� . .Reduction :. By Design• =hap(ft):= Load. No'.. Factor '., -a Id' Part Locate Length: Left :.-Right Width Brace::We:ight., • - Out • :. In'., --- -------- --- -- ----- --1- -- - - - - --- - - -- ---- ---. .. :2 08Z060'. :11;:0000 3:50 3.00.• 0 10:1:. 0;00 0:65 LOAD ID.•: 0.6Wind Pressure GIRT ACTIONS'-'.... . ----------Moinent.(f-k:):____--:=-------- Bay .'__Left Left Right Right :Left' 'Left.. . Mid'-S 6h Ri hit .-R'i ht. Id _. .. :Sup- Lap I;ap•'.. Sup . Sup Lap. Mom 'Lot. Lap . Sup: 2 0.13. 0:1:3 _ 0.00' -0.12 1,75 0.:00. STRENGTH/DEFLECTION:' B�ay, .7 - Shear(:k)-=_--_ -----Moment. f:-k -= _Mom+Stir De:flect(in) Td . Loc Calc. Limit. UC Loc " Ca1c.-Limit. - . UC . Loc UC: -Calc,'Limi:t , '2, :LSup.._ .0.13. ': 2:6 ,.0.05 - MidS 0;12. A.78- .0.02 . LLap.-0.:0-3. 0::'00 . : ..A .192 No. K21,. 0794A• Designer. Job 8 JMH KIRBY c,istome= Kings•:commercia1 center. Checker B . . UILDIN6_• .. SYSTEMS �....�o:. . . Address .Lot's.,1&2..B1ock:B;.,Kirigs Hwy Seal'Engr. BETTERsdwnoNS.BE"E..BmioiNGt 1ort"''.Pierce; FL.34948.'. Revision LOAD .ID: :; 0..6Wind:Suction GIRT .ACTIONS-:. -=-=.-= =-Shear.(k.)'_-____--- '.. ______--=-- Momen-t .7 ;Bay ,Left .Left..: ;Right Right . : Left Left Mid--;Span._ Right .Righ.t" L Mom, Lap.,Sup •Lap- Lap Sup. Su Su 2 . -0.15:.: :" 0"..1.5 0.00 . .: .0.13.. 1:75 0..00. STRENGTH/DEFLECTTON: -=-Moment(ftik)'----:-- Mom+Shr= " Deflect,(in) Id '.'Loc Ca-lc-.Limit Lsmi:t UC ' Loc Ca'lc'•Limit' UC Loc : U.0 " Calc: Limit ' .. 2 .''LSup :-0'.15 ..- 2-.6:-0..06 ,'•MidS 0'.13 .. 4.78 ,-0.:03 . LLap O,:OA' .0:00 ' DEFLECTION;: (W.ork ng.,Load).. Span. . :Wind_Pressure ; ' " Wind''Suction _' Seis Pressure : : Seis•"Suction Id • " .Cald Allow' .. - - ' Cal•c:. All"ow" C '1' .. -Allow Calc Al ow .. f • • 2 .0.00.. 0.47 0:.-00: 0::47 . • .K2180744A -Wall -3:. Girt" Design 4 (Locate 11.,00)' 10/ '4/2I :12:14pm.. " .. . . GIRT LAYOUT: ' .Available ' • 1 Reduction '. • : .. .Bay Design:- _Lap:.(ft)__ Load "'No. 'Factor'• . . Id Part.. • Locate Length.- "Left '.,"Right Width - Brace;. • Wei'ght -Out' I'n• - .. .. 4 08ZO89'. 11 '0000', 20'.50 3.00. "0 87'.3 0:00 0.65 8Z..3. LOAD -I-D. 0::6Wi'nd Pressure GIRT ACTIONS:. " . . -=----Shear(g)..__-=-=--- .---=-=-=_--==-Moment:('f-k):--=-=-=:-------- Ba:y Left. Left "..Right: Right . Left .Left. Mid'-Span Right . Right .id : Sup:• .' .Lap.'. L"ap. : :Sup' Sup . . Lap. Mom. L'bc. Lap -Sup.: :4 0..79. -0:79 : 0.&0 : : 4:.05 10'.25. 0':00: .STRENGTH/DEFhECTION: Designer. Job' No. K2180744A: JMH• KIRBY.. customer Kings .Commercial Center..' Checker. BUILDING SYSTEJMS', ' Address' -Lots. 1&2..B1ock:B;..Kings Hwy : • Seal Engr." " ..�. eenees6iunbNs.eent€rteuuniwcs . :Fortl.Pierce FL.34998. . Revision # :. .. . Ba ; ----_y . .-==--=-Shear(k):--_- -= Momerit'(f=k)-=,:_-= . .-Mom+Shr-' Deflect,(in): .'. Id.. Loc' •_ . •Calc Limit . .'.UC.: •Loc •• ' ,Cal'c Limit . , UC.; Loc • ', .UC Calc Limit.: 4 .'.LSup 0.7.9 : 8.5 0.09 .'.MidS -4-.05 7:84`0.52 .LLap 0,..3-9 . .=0:89 'LOAD. I:D .0:6Wind Suction GIRT. ACTIONS: ---------Shear(k)----_--.-= -------- (f-k)`--;------------- Bay Left" Left :Right .. Right. Left Left Mid-Span Right.. Right Id.. Sup Lap: Lap. :.:Sup Sup., Lap Mom Loc. :.-Lap 'Sup: .. 4 -0;8:8 0.90 0:.00 .4:5.3 ;10'.10 .. 0.,0.0 :STRENGTH/DEFLE:CTION: Bay ---:---Shear(k)- --=.-= -Moment(f-k):---=.-= • Mom+Shr. Detlebt(in) Id to'-'..': Calc Limit -'UC Loc'.. Calc Limit 'UC Loc'.. UC Cale. Limit 4 'RSup' 0.90. -8.:5 0:.11 M dS: 4..53 5.1:0 0:.89 RLap:• 0.,4.4 0,99: .DEFLECTION.: (Working .Load) ---------------------- Span Wind Pressure ,. Wind Suction . .Seas' Pres8ure Seis-'Suct on',. h Id Calc:. Allow Calc.. Allow Ca1c Allow' -_ Calc Allow ' ------- ------- 4 -U.44 :: 2'.73 '.. 0:49'. 2:73. - .-----------------------=___=__=____==__=___________=__=___===__________= K2180744A :Wall 3.•'- Girt Design 5': (L;6cate 13:50):. 10/ '4/21:. 12e14pm.------------ " GIRT LAYOUT; • Available Reduction' BaY . . Design: .-=Lap_(ft)== Load No. Factor Id Part.. Locate Length Left .RigYit W:idtYi. Brace' Weight: ' Out •' In 2 08907-5 13.5000. ':3.5U.' : 2.25: 0 : 12.6.' .:0.00 0:.70. 3 '08Z075: 13:5000: - 25.00. '94 : 4.00'.. .'0' 103.•9'. 0:0'0' 0:70 .' 4' 08'Z060'.: : 13-:5000. _ -20.50: 3.'94 .2.25. 0 70.2 -0:GO '0:70. LOAD .I•D. 0:.6Win'd 'Pressure GIRT ACTIONS:. -------=Shear(k)..______-__ ______________ nt(f-k):_______________ . . • ..: Mome No: K21.. 0799A : Designer. .. Job" 8 JMH 1RBY customer Kii '.Commerc al. Center. .' . . Checker ' BUILDING " ddiess tEMS"$YS . . .• o . Kings . ea> ngr. «..�o..�... BETFEA.Sd FTlbkS.sErTtRauiLONGS..• :Forte Pierce;•.�FL.34548_ Revision "# Bay _ Zef"t ". "heft :'Right' Right-* Left ,": Left'. .' Mid=Span-. -" Right Right ; • : LapLap. Sp. Sup:: Lap. , MomLoc. :'.'Lap. , ' '.Sup:.. 2 1:2:8 1.48.: 0.00 2.;33 :..1•.75 - 4,..84 ' 3.: 1..27 0,89.'-=1.30, 4.84:: 3:05-- " 12.39 . :'0.82 5.12 4 0.84 :. .0.61 0..3'4 5..12 2.25 : .'--1:01 14:57 0.-00 STRENGTH/DEFLECTION: Bay -----Shear..(k)--=---- .' =---Moment'(f=k)----- -Mom+Shr-' .Deflect.(:in) Calc.Limi.t UC .Loc CaTc.Limi:t UC .Loc UC Calc: Limit :.: I'd .Loc . 2 . RSup :-L.48 5',1 :0.29 . RSup 4...84.- .. 6.27 :0..77 . RSup 0,82 0.00 • 3 .LSup: 1..27 " :5.:1 0:25 LSu p.- .4-.84 . 6.2.7 0:.77 LSup. 0..8.1 4 LLap.. 0:61 2"-6" 0":24. !,Sup.- 2:28 4..78 0- 48. LLap.. 0.53:- :0.04_ " LAP-BOLT .SHEAR/BEARING.:. Bay ---=---L:eft Lap=--- -- , .-=-=---Right..lap-7--: Id Cal:c Shear .Bear• .'UC -Cal:c- Shear Bear UC 3 0.36 2:.65'.. 2.36 .0.15 4 0:2:9 2..65 "1:8:9 0-'15 -LOAD -ID- 0:6Wind Suction GIRD' ACTIONS• " Shear(k)."^--:= -------.-------Moment('f=k')--:=-=-.-------- Left Ba"y .Left• Left Right -,'Righ't .f Left" ' Mid-Span Right - Right: Id Sup Lap; Lap ' . : Sup Sup • .. Lap " Mom;. Loc Lap' Sup 2 ..1.4;I 1 63 i0:0.0 2:.56 ..: :1,.75 .: " 7'5'.32: 3 =1.90 0_::98- : .•1.;43" `5;32 3'.35.' 12::3"7 0.93 =5'.68 : 4 :=0.93 : .=0..68 0;40 5.68 . =2.49 . 1.18 14:35 0._00 STRENGTH/DEFLECTION: -Ba Shear(:k)==---=- Moment•(f-k)'= = Mom+Shr=. ' Deflect(.in)y --_--- I'd L6c Ca:lc_-himit UC . Loc Caac."himit UC hoc UC Ca1c. Limit . 2 . RSu 1..63. ': 5.1'..0.32 . RSu 5;32. :6.27',.0.85 . RSu 0.•9T 0':00 .p p. p. " L8 1 :40. :.:5.-1. 0:2.7 LSu 5:32 .`6.:27. 0.8'5 LSu 0'.89: 0.'99. .3 P: - .. P - 4 : LLap.. : -0.68 :- . 2.6: 0.26 ISiip__ . -2.53 4.78:"0.-53 LLap.•':0.58'. 0.05 LAP.:BOIT SHEAR/BEARING6: Boat. Size.*=0:5:00. (A367) Bay :---7-7-Left. Lap- _______Right lap______ A-,195 Job' No K2180744A Designer JMH _K IRBY .." customer " Kings .Commercial Ceritei. ." Checker BUILDING. SYSTEMS" Address .tots.l1&2..B1ock:a,'..Kirigs Hwy : 'Seal"Engr. . si ortI " - Reebrepsoiul6s vision #" `._ I'd _ . Calc Shear'. Bear-.• ." UC Calc Shear', Bear UC 3. . .. . . 0.90 : 2..65 .. 2.•36:0.17. . .. ' . . . •. 4 . 0:32 . .2-.'65 . "1.;89 0.17 DEFLECTION : (Working• ,Load) Span Wind Pressure .- Wind Suction- :Se.is_Pressure Seis'.Suction' . Id Calc - Allow. Calc.. " Allow Caalc. :Al:low'.. Cale Allow 2. 0.'00 :..0...47 .. O r00: 0..47 3 0 41: 3..33 0".45.. 3.�3 4 0".02.1 2.73 -'.0:02 : • 2:•.73 .. K2:1807.4-4A•' Wall-"3:- - .Girt_D e sign .6 (I;ocat:e 15..50)' 10/ .4/21 12:14pm. ------------------------ GIRT LAYOUT: . :Available ' . .. Reduction B:ay ...Design --Lap:(ft).-= Load No. "'Fact:or" Id Part'. Locate- " Length: "L:eft .. Right Width. , Brace'. Weight: ,-0''t" .. In 2 08Z061 . 15.'5000. - 3.5.0: 3:1:0 0 11.2.. -0.'00 •0:.70• ... '3 08Z067• 15.5000 25.00 . 3.99 3.63 0 ' 92.8 "..:0.00 0.:70 4 08Z06.0 - 15.5000' '20:50 3.:94 :: ."3.10'_ :. 0' 70.,2'.' 0:0'0 0:70 179.2 LOAD I . :• 0.6Wind Pressure GIRT ACTIONS:. BaY ---=---=- - --------, n ----=------Shear(k)--------_ k h 'Right Mid-S an i . t'Left Left R ght -. R ght -ft Left, - Id .,.'..Sup Lap.'.. . Lap Sup - Sup Lap. Mom:: Loc : Lap Sup 2 00'.: : 1;27 :'.0.00. - 1.86' 1:75 3.9.7 . . 3 1.1.0 :-0:86. ._1:23 . 3:9.7 2:.50 . ..11-:79: ::1:50 5.63: '4 - . 1'.09 -0'.78. • -0.54 5:63 1.95 -1..84. . 13:70 0.00. STRENGTH/DEFLECTION:. . Bay . =-=----Sti"ear.(k)--_--_ Moment(f-k)=----'- : Mom+Shr=: Deflec:t(in). Id . Loc. . .: :Cale. Limit .. - UC' . Loc. . .., .Cale- Limit' . UC . Loc. , ,. :UC. Ca1c.Limi 2 - RSup -1.27 3:6: 0:3.5 - RSup :•' 3:97 •'5:41: 0.73 RSup_':0.81'.. . 0.00 3" LSup, : .1.:10 3:6'.:0.30' . L'Sup. •. .3;97 5.41.:0.73 LSup.0.:79 -0:.-_0 . . ':4 . LLap.'. ' 0.'78 _".:2.6. 0.3.0 . LSup, . 2::66. .4.:78. 0:5:6 . LSup.'0:59: -0.:30 . .. , . A 1"96 ' Job'NO. K21_. 0744A Designer. : 8 : JMH IRBY"". .� � BUILDiNG C " .. -Kin-gs'.Cor mer.c.. a l Center -omer .. Checker. YSTEMS IAd . o .Block:B;..Kirigs Hwy: 'SealEng' r. ... ' BineesdiUTIONS eErr auuuixcs . :Fort`'.Pierce; FL 34948 Revision # LAP 'BOLT.'SHEAR/BEARING:' Bolt"Size 0.500 -(A307.) Bay:: - ==-Left Lap= :=---= ; - --Right:^Lap.- ad_ Calc:-Shear"-- Bear:-.- UC . ." Calc:-She ar Bear:*., .UC : .'. -3.: : 0,38 2:65 2...1.1-0.18.: 4 0.34 : . 2:•.65 .. -1.89:-0.18 LOAD ID::' .0-.6W.ind-.Suction .. --------------------- - -- - GIRT ACTIONS:." ---="-_-=-Shear(k)=-=----=- . _--- ------.-=-Momen.t(f=.k)-=----=--=..-_--- B:ay _ Left Left.." Right . Right Left . .. heft Mi.d=Span. : Right .Rght Id .Sup Lap. Lap - Sup, Sup Lap Mori- Loc'.. I;ap. :• SUP --- ---=- ----- ---- ----- ----- ----- ----=• -=-_ ----- -_-=-_ 2" .. 1.09 1':.40 "0.:00 --2".05.. 1.75 4.3.6 . . 3 •-1,2:1- . �•- 0:.95" .. " 1� 36 4":.36 '2.74 . ,11:,76 �.. =1:69." '76..25 .4 1.2.1•' =0:86: 0.'63 .. 6.'25 :-2.1.6 2.10: 13..50 . .• .0.00 : . STRENGTH/DEFLECT ION: Bay. ---=.---Shear:.(k)=.-=-=- :---=.-Moment(:f-k)--=-=-- :-Mom+Shr D:eflOct(in)..- Id Loc " Calc Limit UC 'Loc ' . C:alc Limit UC Loc. UC Calc.Limit 2 140 3 S' 0.89,.RSup. .. " .0:00.. 3" =LSup. .-1:.21 .. - 3:6 .0.33 LSup 4:.36 ..5.41 .0.:81 LSup.'0:87 0:75 4 " hLap: -0.,86.. .. 2.:6- 0.33 " MidS: 2..'10 .3:3:4" 0:63 LSup: 0.66 '0':35'.' LAP BOLT SHEAR./BEARING:. Bolt Size 0.500 ..(A307) Bay . _-___:--Left tia' -______ . _---=--Rig ht:."La p g p.---=-- . -Id' Calc.Shear 'Bear UC Cale Shear Baar. UC ' 3 0.42 2:65 . 2.11. 0.2.0 . 4. :0.38'.. .2-:65. :1.89.0.20 DEFLECTION;. '(W6rking .Load) Span Wind*"Pressur'e • Wind. Suction- -Sei's .Pressure. .".: :Seis.-Suction -I'd : Calc. .'Allow. .-Cale. .Allow Cal&- Allow Calc.- . "Allow. 2 0.00': 0:"47 0::-00 0:47. 3 : -0::34 ' . :3:33: 0..38 3::33. .. 4 -0,15, . 2::73 0.17 . 2..73 • A .197 Job, NO. K21,. 0744A. - Designer. 8 MH KIRRY customer Kings Commercial Center. . Checker.' BUILDiNG,• . .- SYSTE.MS• :. Addkess Lots. 1&2..B1ock:B._V.Kings Hwy : ,'Sea] Engr. BMERULUTIONS.BErrvi.BuILDMc3 . ':Fort,Piercei FL.34948, Revision K2180744A' .. Wald 3-" 'Wall' Panel:Design.. 10/ 4/21. 12t 14pm PANEL :DATA: ;Bay, :• Rota.tiori :. Panel Id Part' Type Gage . .Yield Stiffness Height - 3 - .. KR6-: .. KR2 _ .26.00 . .. 80':0 0..4.4 20.7.5... MOMENTS & .DEFLECTION:. .. ------ - '.- _r�.'tm �t(f t-1b /f -- S an Locate(ft). SuP o ' . Mids-a-n .-:- Deflect - Id Start.- End.. Load. Cale Limit : UC.. Calc Limi.t ' UC. : Cale Limit UC.. • ' - - - - 1. 0:.00 .2 92. WP 36.6 138 13 .0;26: 71.7:9•,'111.7- 0:.16 -0:01 0..58-,,0.-01: WS-- . _39:.7 111�7 :0:36.: 19:5 :138:3 0:14 0.01 0.58 :0:01.. 2 2.:92 '.7.50 WP 89:8 13:8 3 .0:65 22:2 .111:7 0.20 -0.01 0:.92 .0.,01 WS ' 97.:5 1.1.1 7 '0:87: 2.4::1 138.:3 0:17 0:01 0..92 0:01: 3 7:50 1:3:50.. WP 89:.8 138'3 :0:65.. -64.1 .111:.7 0:57 -0.12 1.20 :0:10.. WS- .-97-A 11117 .0:87 6:9:5 138-A 0.:50 '0.14 .1.20. 6.11 4 13:.50 15:50: - WP 74.2. 13.8:3 0.54: 5.5:1 138.:3 0:.40 0.02 0..40--0.•05'. WS: - :-80:5 1T1.7 :0:72.. -59:8 :111:.7 0-.'54 -0.02 0.40 .0:05.. .5 15.50 2.0:75 -WP- 74:2 .13813 .0:54 �-75:4 .111:7'•-0.:68 -0.13 : L.05 0:12 - .• -WS:" 80.5 ].11..7 0:72. 81.8 138.3 0:59 :0.•14 1 05 -0.-13. . WP 0.6Wi-nd P ressure ' KS: - '0.6Wnd Suction - - -- -. . : K218074AA-' : Wall .3:. - Panel .'Zones 10/ 4-'/21 .-12:14pm . �:. ., .PANEL;_: Tensi e. .' Thick Yield - :Strength Part (in) ' ..(ksi)'.: . ,'.(ksi) KR6- :0.018 . 80.,0.,0 •62,00 GIRT SCREWS: Dia . Wash6r Limit Part (iri) (in): : (k).. - H1040. : •0:22 : . 0.45 .2.:80. PANEL. ZONE-LAYOUT: , ft .ft in)== Panel' . .'Gist(• , , .. :Zone t)--- 'Bay.. . 'Load Min Span' .. ".. : I:d Description. ; : Offse:tl. Offset2. ': Id:Locate. Width'Th ck: (ft).: : 1' Interior. 6;60: 59:40 -3 7.50 5-:29: '0:0,60 :4:5:8" A .1.98 Job' No: K21..8 0744A. Designer. .. , ;7(ujH KIRBY-- ' Customer Rings .Commercial Ceritei. . Checker. SYSTEMS .. Address Lots, 1&2..BlocB .Kings k ;. Hwy Seal Engr. BiT7Ek.50iunONSBETUE 61LOING$:. :Fort .:Pier.ce; 'FL.34948.'. Revisi6n # - 2 Bt Edge.. 0-.00. 6. I60 .. 1 0.00 .. 0..00 0.000 .. 0'.00.: .. 3 . Rt Edge 59.40 66.00'. .4 ' . .7-.-50 . 4.:0'4 0".060', 4."58. . .. : GIRT ,SCREW CHECK:_ • : . Wind Zone Screw.' Suction Load. . Gi�t Panel :,,Screw.., Max. Id Space. , (psf) : . (k) Pullout Piillover. Tension UC 1 1.00.: 34..44 . :-0..18, . .. O: 6 0.24 0.7.5- '0.74. 2 :1.00 .' • • 42:36 0..00 3.: 1-..00 :42;.36 .. :0-.'17.- 0..26. 0.24.. 0:75: 0..70 BASE SCREWS: .. . Dia. .Washer -.'Limi:t Part .. ('in) '(in) ., H1040:. . '0•.'22 0..4.5 .2.8.0 BASE SCREW CHECK: : . Screw ;.-Force./Screw, Shear Base Space: Wind-, Ses ,• Limit Max'... Length, . :(ft).. (k) . (k) (k) UC, . 0.00 1:00: 0.'000 .0.0:00 '.0:213 .0:.00 _._________________________ -----------== = 777 K218074AA : . Wall 3..- Warning Summary 10/ 4/21; 12 .14pm. :.. No Warnings ': .. : .. .. .. : Designer. .. Job No, K2180744F1:� JMH ' KIRBY customer Kings .Commercial center,.' Cheicker. BUILDING. SYSTEMS'.A�Y6O^� . Address ' tot' 1&z..Block:B;..Kirigs Hwy : .'Seal Engr. BengesdwndNS.BM.O.BUILDIN S . Fort'l.Pierce; 'FL-34948, ReviSioa # . :K21807•44A .... _ -. Design-Code' . .' . 10/ 4/21 11:17am :STRUCTURAh CODE - Design .Basis.. : .WS.. Wor.king Stress Hot'. Rolled* Steel:,,:, AISC-16 . Cold Formed.Steel NAUS16.: BUILDING. CODE:.. -.Wind- Code-' :. .FBC. 2 0 .(IBC- 18.) :. Seismic.Zone'. :-.A:.. MODULUS• OF.. ELASTICITY. Hot- .. Rolled Steel 29000 •j k5i). . Cold Formed'Steel : ; 295.00 -(ksi)• K2.180744A -•Purliri.. Layout(Surface= 2) 10/ .4/21: 11:.17am - ' . SURFACE -LAYOUT.;. -'Surface .. No.. 'Peak. . Id Length.. 'Rdw,.•Space.. - 2 -33.114: 12 - 1.333. PURLIN LOCATION:- . Purl:in Surf 'Load. Dead.' . .Show -----Max Load=----: Id.. 'Offs:et Space, Width., Lo d :. Report Ia.'. " UC •'Repo•rt' .. Notes:. -- .. .1'. 2.031 2.031 2:224'. 2::19 10 . ."1.02' •'Mom+Shr 1 . 2 4:448 2:417'. '2':417 ' 2:02 •10'.'• 1:03 M'om+Shr•' 3 : .• '.'6'.864 .'2':417. ' 2:*417 . .: :2. o2.• . .• : 10 '- 1:03 Mom+Shr.. -4. :9.281 2.417 • 2:'417'.' 2:'02•' 10 . .•1.03' 'Mom+Shr 5.. 11:698 :2:417 . •2;:667,' 1:8,3 10: 0:9'4 M'om,Shr 6. . • :I4.614 2.917 ' 2.;917 . .: :1::67 Y.• • 10 '- •1:03 • Mom;Shr.- 7:. 17.531 • 2,917 2:917. 1,!'.6.7 ' -10 .' :1.:03" :Mom,*Shr 8 .'20.4,48' - 2.917'.• •2:875,•' 1.'70 10,.' 1:02 -,Mom,Shr'.•= 9 23.281 •'2.833• 2_.833 .".• 1:•'72 10 1:03 Mom;Shr. 10; . ' . 2:6.114 2.833 2.833:. 1:72. .10. .1.03 Mom,Shr 11- 28.•948 2:.833�.. •2:.833 1.72 10-.' 1:03 Mom,Shr: 12 31.78:1 . 2..833. 2:.750 .1.77.- 10 -1:0'0 . Mom;Shr.' • 3:3.114 1.333: . Average=. :1:82 LAYOUT: : : Bay - 'Design.,.. ---Lap.(f:t) No.. . '. 'Unit. Total 'Length Left' R Id': .'Part : Zen :t ht. 'Stra g P,..,. .Weight: .-Weight' LExt, . 95Z:0'89 2:21. 0. "11:2. 134.7 . _ . . Job No. K2180799A. Designer JMH . .• KIRBY 'omer 'Kings- Commei•c aI. Center, - Check®r.' " BUILDING " S.YSTEMS'• Addiess .Lotsj1&2..Block:B;..Kir�4s Hwy Seal"Engr.' nEAsoiunoNssEnER.BUlL0fN=. :Fort'I"Pie.rce; FL.39948.'. Revision 1 :'95Z089 27.16".. " . .' 1,.94". . - " :'0 1"47.6 1771.4 . . Z ' 95Z'075 29.38 . :"1..94. . .. 1.,19:.: 0 "" . . .'138.9 1667:3.: : .3- ;95Z067 14.75 1:19 1.:1.9". ." • :0 . 65:4' . .. 7$4".8 - 4 95Z0.61, ' 24".00' .. :1.19, 1,..19" 0 100:7 :".. 1208,7 - ..5 95Z067 24,00'. :'1.19, 1._19: .; 0 .. " 100..7 1208:7. 6- ":95Z067:" " :�24:00 :. 1..19 1; 9- 0". 100.7 1208:. 7 7 :'95Z07.5 '" :24".00 1.19.: 1..94" 0 116:0 : 1391.5 : .:8 95Z105 29..50- 1.94 0"" .188.2" .- 2257:..8 RExt.. 95Z105. 1:00 0.. . 6..0. 71•.8 :. Total(lb.)- .975.5- 1,1705:5. LOAD COMBINATIONS: 1'Q."-:'0..6Dead+O;6Wind_ Sudtionl " "K21807:44A .. Pur"lin(Surface.= '2;" "Id=: 6).. 10/ :4/21.. 1'1;"17am ------------ j: . R OOF.PURLIN.. " " •• . � ' Surface Id 2.. ' Offset 14'.72 .LAYOUT.:' "(Purlili• Id..= 6) 'P,vailable� Design Reduction Length =-=Lap(ft)i--*. Lpad--...."No:: Fadtor:. :Id Part (ft) Left.. Right Width :.Strap Out:.., ."In. --- ---.----- ---•-- ----- ---- . ---- .. ---- --- .. -- - LExt-".. 95Z0"89 2:2'1 2.:92 0. 0.00 .`0.70 1.. "95Z089 .27."16. 1.94 2:92 0 0.00. 0.70 . 2 '95ZO75 .'29:3'8 1.9"4 1:19. .: .2.92 " -.0 ., 0.00 "0.70 3 -:95Z0'67 '14;T5 -.'l' 19 I'.19', 2..92 . 0 0:.00 ."•0.70. .. .4 95Z067" : . -..24.00 " .. 1.19'. 1.19.:- 2.92 :. 0: 0.0 0'A 70: .5 . 95Z0:67. .. : : ".'24:00 .1.19 1:19.".. .2:92. 0'. 0.00 "0.70. 6.' :95ZO'6Z 24:00 . ". 1.19_ 1,:19".' " 2::92. : : 0. 0:.'00.0.70 . 7 95Z075 '.. :24.00' . '.1.19 . 1.94 2.92 0. 0'.00, 0'.70: 8 .'95Z1:05." . . ".'29:50 .1..9"4. " 2:92. 0.. . 0.00 0.70 : RExt: ":95Z105 1:00 : 2::92, 0. 0:.00 :"0.70 LOA.D .ID 1 Dead+Collateral.+Live. • ."REACTIONS: . _ ---==----Shear.(k):=-=-=-__ ----=-Moment"(f-k):_______________' Bay. . .:Left '. "Left,,' Right : Right Left. .";Left Mi"dSpan -Right -Right' Id Sup lap. -Lap ... . Sup.• .. •Sup Lap Mom. Loc "" . . Lap• ': S .L up esigner Job,NO K2180744A• D . : JMH IRBY .. Cus:tomer Kings .Commercial Center. . Checker. SYSTEMS dress .L Ad ots: 1&2.Block '. :B;..Kings Hwy Seal Engr. . BMEAS6LUTIORs:BMtRBuaafKrt. :Fort,,Pierce; FL.34948_ Revision W. .LExt'. . .0.00 -0.18 .. .0.00. '0.05 1.11.. 0..20 `1 0'•82 1.:22 1.38 0:20 -3.:98' .10.,15 :-.:5.24'" :7.'76.; 2 1.33. 1..1-7 "0.96 1-.06. : .,7.76 5.39. 3..13 16:38 2,'53 . :3.•73 . . . 0.68 0.58 •0.42- --0:52 .3.73'. .-2.198 0.51 8-.33 ' ' 2:02 2:58 4 0-90 0:80 .-0:96 :-1..05 2:58 1.57 -2:37 11:04 '3..25- •.' '4'.44.' 5 - 0.99. 0..8.9 0:87.- 0.96, : . 4.".44• - 3'.33. -1..54 12:14. .3..09'. :'4..17 6. 1.01 0.91 0".84.• --0:94 .4..17 . " i 3.•03 .' -2.11 : . 12.44 2:26 3-:31 7 - 0•.82 0..72 .-.0.97 :'=1:.13 • 3:31 2:40 .-0:83 10:11 :.�4..97' .. . •7.00 :.. . . . 8-.. '1:43. 1..2.8 " 0..96'. : . 7:.OQ 4:38.' 5..65 ' 17 s66: :0.•04 .'.. .. RExt. 0..'08 0:00 .0..04 . " :.. 0.01 :'.' :0:50..- • 0:.00 STRENGTH/DEFLECTION: Ba Shear(k)-----_ ------Moment(f-k.) -= -Mom+Shr= Defl.ect(iri) " Id Lod. .'Calc. Limit UC Loc.. - - Calc. Limit UC Loc.. UC : Cale Limit LExt.' •RSup• •-.0.'18 -7..11 ,0..03. RSup .0:20 10.33 0..02". RSup 0:.03 0;2'0 p - p- 5.24'.'1Q:3"3 0.51 RLap .0;54. =0..62 ' 1 : RLa 1.22: 7:.11 0.17 RLa 2 .. LLap,. .1.17.. A-.24. 0'.28 ..-LLap 5.34.. 8;45, 0..63 .. LLap:0.'69 -0.60: '3 LLap• . .0:58 • ;3.:02 •0..19 '•LLap 2-:98 :5.:68 "0..53 LLap- Q-:.46 0;1:4 4 RLap =0;96; 3":.02 0.32 :• RLap , .3.25. 7:13 0.46 RLap '0-.56." =0.3.9 5 .. LLap,. 0.89.. 3•:02. 0::29 ..LLap 3-.33_ 7:13 047 ..L'Lap 0.:55 -0.16 6 LLap .0-:9I 3.02 0..30 ' LLap .3:03 -"7.13 .0..43.. LLap 0:52 ---0.32 7 RLap =0;97; 4:24 0:23 :. RLap 4:97: 8:24 0.60 RLap 0;63 0.0.6 " 8 .. LLap 1.28.-:11":72 0:.11 .. MidS 5.65., 12-.'95 0'.44 ., LL Cap:0.36 -1.05 RExt .LSup 0:OS •11.72 .0..O1 LSup 0.:04.12.:95 O..DO _' .LSup 0..00 -- •0:13 LAP- BOLT SHEAR/BEARINGc Bolt '= 0.:500-'..(A307). . Bay .---=-Left_Lap(k)- --:- ---=-Right_Lip(k) -Id ' .'Cal:c. Shear" :Bea,r• UC •Cal:c Shear .'Bear- UC 1 . .. ':1.08'. 2::65"..'2.80':0.41 •2 ..0:92 ' 2.;65 :2.3:6 0:39 0:83• . 2 .65 •"..2.3:6 03.5 " .3 0'.74: 2:65 '2'.11: 0;35 0'.54: 2:65 2.11 0:2'6 4 .. 0.54 .• 2::65 -2.]1 :0.26' ..':0.93 2::65 .. 2.11 .0.:44. . . 5 0.93- 2.65• 2.1I 0:4:4" ' .'0.88 2.65• 2:11 0.42 . 6 ,. 0.88: 2.65 :.'2'.11- 0:42 0.66: 2:•65 :. 2.11 -0:31 7 .:0.74 . •2:.:65•',.:2.36.•0.31' ..'0.76'.• -2;.'65• ., 2.36 :0.32' •8 1.05• ' 2::65 '3.31. 0;4:0 LOAD ID' 2 ::• .'Dead+Collateral REACTIONS; ------==Shear(.k)=-=_--=-- =-=:---==--_-=-Moment(,f_k)-==--='---=-=-= Bay Lefa .left. " Ri:ght."-..Right. .. : Left Left .' : :MidSpan " :Right: Right Id. " p Su Lap: T,ap. . :Sup, : .. . :Sup:.. : Lap . _ . Mom .Loc. L"ap. _' .. .Sup LExt 0:0:0 0:05. 0.'00 0.:01. 1::11 .. 0:06 : 1: :0:24 . 0.35 0::4'0." .. : -0:06: 1':14: 10.:15 1::50." .. :2.22 2. 0.38 :0.34 . :-0.27 -'0.30 2.22. .. :1.53 . =:0'.90' : :1.6.38 - 0:73 1:0:7' :3 0:1:9 0.17. ''-0::12 " :=0:15. 1:07. 0:85 . ..0.26. 8::33 0:58. -0:74 4: ': 0:2"6 : 0:23: 0',27 0:.30. 0;74.• 0:9.5 : =0'.'68:• 11.'04 0::93. I.27 . gner. " Job'No K21.80744A.- : Desi - JMH KIRBY'.. customer Kings�.Commercal Center, Cfi®cker. BUILDING -SYSTEMS. Address- .Lot's. 1&2..Block:B., Kings Hwy : . seal Engr. eerreasoiurioka.sett0a:euauiNG+-. Fort-.Pierce; 'FL.94948_ Revision # '5. :-0.28, 0..25 :'.:-0.25 -0:28 1..27 . :0.-95 -0._44 :'--12-.14 . .0:88 1.20 ' 0.29 0.'26' .=0'.'24 :-0-.2Z' - 1: .1:20 0'.87 0..60 ..12-.'4.4 ;0.65 0:95.: 7. - 0.24. 0..21' -0:28 0.32'.' ':. G.95 --' 0.69. 0..24 10:11. .1,A2 . :2.01 8'. :'0.•41, - 0.•37 :.: '-0:28 .2.01 . 1.. -1.•62 :'.;1--7-.66• 0:.0.1 RExt ,. 0 02 ..0:00" 0:01 ' . • ..0.0•0 � 0.:50 0:00.. STRENGTH/DEFLECTION:.. Bay Shear(kj-_---== Moment•(f-k•)=-=-== =Mom+Shr=.: beflect Id Loc. Calc.. Limit UC Loc Calc- Limit_ UC"- Loc UC Calc;Limit .. p -0:05: 7...11 0: l RSup ' .0:06. 10:33 0:01 LSup 0-.00.: 0..0.6�: LExt RSu . . .. .. RLap. ..' -.0-.35 05.. 7.11. 0.. .. RLap 1.50.. 10.'33. 0.•.15-.. RLap:0.:15 . •-0.18 :. 2 . LLap 0.'34 4.24 0..08- "LLap 1-:53 8..45 .0..'18 . LLap 0-:20 0.1:7 3 LLap 0:17: 3:.02 0:Q6 LLap : 0;85: 5:.68 0:15 LLap 0:13. 0..0.9 4 .. RLap:, -'0.27.. '3;02. 0::09 .. RLap :0.93.. 7;13. 0:.13 -. RLap:0.:16 5 .' •LL•ap- ,0•.'25 ;3.:02 ,0..08 LLap- 0:95 - :7.:13 .0..13-• -LLap 0•:16 0;0:5" 6 LLap•: 0;26' 3:.02 0.09 LLap -•'0 8T 7-:.1.3 0:12 LLap :0:15. =0..0.9 RLap:. -:0.28.. •'4•;24. . 0..07 .. RLap .1:42.. 8.24. 0'.17 .. RLap:0.18 0.02 8.. LLap- .0•:37 •11-72 .0..03 • MidS =1:62 12.D5 .0..13-,-LLap- 0-.'l0 :-0,3:0 RExt LSup ' .'0;02:• 11•.*.72 0.00 LSup 0.01'. 12.'95 0.00 ; LSup 0-:00 0.0.4 LAP BOLT SHEAR/BEARING:: Bolt :_ 0.'500 .' (A307) Bay:----:-Left -Lap(k):---=.-= ----=Right Lap(k)--=.-= Id Cal.c Shear ; Bean UC Cale Shear Bear UC 1 . .• 0:3:1 2.,65 2.8.0 0:12 2 0.26 2:65 :• 2.36 0.'11 A'.24: 2:65 2.35 0.10 3 .. 0.21: "2:.65 .. 2.11 .0.10 0.16. -2:.65 ..2.11 .-0.:07 4 0:1:6 2..'65 ' .2:11 0":07 0:27 2:65. 2.1:1 0:1"3 0.27= 2:65 :. 2.11 0.I3 :.'0.25 2.65 ; 2.11 0.12 6 -•0.25- 2':65 2.11 .0.12 0.19. 2:65- 2.11 .0.09 = 7 . ..0:21- 2:65-' .2:36 0:09 0:22. 2:65 2:3'6 0:09 A 'A'.30:- 2.65 .'3'.31: 0.,11 . LOAD ID: -3. : Dead+0.6Wind'Pressure'T = REACTIONS:. . ---------Sh;ear(k:)-_ -------_---_Momerit'(f_k)__________---== : Bay : Left .'Left Right.' Right . .. .Left: Left . MidSpan Right . "ight' •'-- :Id. Sup' Lap.. ..'Lap_ Sup Sup. :: :Lap ::-Mom. Loc. : Lap _ Sup LExt. 0:00 . =0.':09. ' : :0:00. 0..03: 1,.11.' :0."10 : 1 0.42 .-0.62 -0.70 0::10. : 2.03 .: :10.15 2."67 3:95 2 0.6:8 0..60. 0:A9 ,=0:54. ' '3,95 2:72 1..59 16:.3'8 . , .1;29. 1.90 3. '. 0:34 . 0:30: 0.22. . =0:27. .1-..90.- -1.52 : . 0 A 6: 8.:33 1::03. 1.31 4. : .'0.46" :0.41'.. .-0.49 -0:'59 1:31. 0.80 =:1.21 .. .11.04 1."65 2:26 5 0:5:0 0.45. 0::49 =0;49. 2;'26 1:6:9 0..78. 12:.19 . .. .1;57. 2:12 6. 0.51 . 0:97: • -0..43 0::4'8. 2:12. 1:59 : 1.'07: 12.:44 �1::15. .1.69' :0�.37 : :-0.49 -0:'57 1::6'9. 1.22 . =:0.42 : :10.11 2.53 3:5:6 8 0:7:3 0.65. =0:49. 3.56 2:2:3' 2.:88. 17::'66 ' : : •'0:02 RExt. 0:04 0::00. .0;02 : : 0':01: • . 0•.:50.' 0.00 i .. ob No: K21 '0744A Designer. J 8 JMH KIRBY .. BUILDING Customer :Kings :Commercial, Center. . Checker.' •- SYSTEMS" e..e.... . Addiess• Lot"'s 1&2.Block:B.;..Kings Hwy : .'"Seal"Engr. eEneasdiun6ks e�rEn.euuoExcs . :Fort ,Pierce" "FL.34948. . Revision # STRENGTH./DEFLECTION:• Ba .-- --Shear(k)-==- =. =-=-=Moment.("f-k)=_----' -- Mom+Sh•r= . 'Deflect Id. Loc " Cale Limit UC "Loc" " Cale Limit UC. "hoc" " UC Calc' Limit . " . LExt- -'RSup: 0".09-" :7".11.:0:.01'. RSup: .; 0:10' "10".33.:0• 01 •' LSup:0.00. . . 0..10 :".' 1". RLap' . .=0".:62 7.11, .0.09. RLap' 2".-67 10.33. .0'.26". RLap 0-.27 0..32 2 LLap' ,".0:60. " 4".24 0:14 LLap .2:72. 8".45 .0:32 LLap;0:35, • 0..30" 3 .. •LLap:'. 0.3.0.. '3.02."0.,1Q . LLap:'. '1.52.. 5".68. 0•.27 .. LLap:0.23, . 0.07 :-." 4 . RLap .-.0.49 :"3..0 -0..16. RLap 1•:65 • :7.:13" .0..23 _•RLap 0".28 0:20 5 LLap; O i 45: 3•..02 .0:15 LLap 1:69. 7..13 0:24 : LLap- 0.28." -0..08 6 .. LLap:.; .0.47.. 3.02. 0,-.15 .. LLap:"._ .1.54.. 7 'l3. 0:'.22 - LLap:"0.27 0.16:. . . "RLap .-.0.49 :4.24 0..12 . RLap 2-:53 :-8.24 0_31 . RLap 0•:32 0,03 7 . 8 : LLap" 04-65: 11-.72 0:Q6 MiaS =2;88' 12i.95 0:22 LLap "0:18.- -0..5.9 RExt" LSup: .- :0-.04.. -11-:72."0.00-'". LSup:. :0:0.2.. -12:95,-0..00 .. LSup:0.:00 0.07 LAP;BOLT ,SHEAR/BEARING.:" " Bolt- . 'O-.500 ;(A30.7)" Bay :---=.-Left.-Lap(k).::-= . :- --=.-Right. Lap'(k) Id .. Calc -Shear-'.. Bear:-., UC Calc'Shear-'.. Bear UC 1 0.55. " 2.65 :' 2.8.0. '0-.'2 1 . 2. .. 0.47 2..65 ': 2.36 :0.20 0.42 2..65 .. 2.36:0.18 3 .0:3.8 2.,.-6 5 •2:11. 0-.'.18 0:2.8 2..65 .2:11 0:13 4 0.2.8• 2.65 2.11 0.13 0.4.8- " 2.65 2.1.1 "0:23 :. 5 .. 0.48 .' '2:.65 "2.11 :0.23 `_':0.4 5' 2:.65 .. 2.11 :0.21 6 :0:4:5 2..'65-� 2:1:1 0:2.1 0:3:4 2..65 2:11 0:.16 7 :. 0.38 - 2.65 :. 2.3.6 `0:16 0.39. 2.65 2.36 0.'I6 8 0.53 S. 2::65=..3.31 :0.20 LOAD In 4.. : Dead+O-.6Wind 'Suct:ionl.. REACTIONS.; ! . -----Shear -------- ----Moment(f- ---- - - ------ . Bay'' :' .Left .. 1eft Right.. : •Right :. ' Laft ' ".-Left' ,. : MidSpan' •'. -Right ;. Righ:t Sup Lap p. , Sup .. - Sup Lap ".Mom Loc: : - Lap- ..':" Sup - LE:xt :.•0."00 0:32 !' 0::00'" " := .09 . : 1.11 -0:3.6' i -1:4:2 1:.74 . .. .1':94•' --0.36 6.'6"4' 9:82 7":32 "=•10:$8 l'..23.- 1::36•. 10..88 -7.63 ' . 3.96: 16'.'67.'. =3::13' 4.67 : . 3 -0.87 :=:0.74'.. . 0.58 0:71 4::67. 3.71 . =:1.13 .• • 8.14 -2.'69 3:4:6 4 1:1:8 1.•06' L:25. .: :1":38'" 3.�46 2.1:3 3.'11- ll:.08 .".� 4.25'" -5:81 5. ':-1:29 . =1.17:- -1.15. 1:27. 5:81. -4:35 ' .'2.O1: 12'.09. - =4:13 . ..-5.57 6.- -1.34 :1.22',. . 1.10 1.22 5::57 4.05 2'.87.• '12.56 -2:75 -4:13 •.7 1.0:3 0..91' L.32 1;53. -4 ..13 -2.97 .. .0.:88. 9'.'68 7;32. =.10.0"8 . 8. 2.03 : 1:82:: 1::63. 10;08. =6:35 : . 9.11: ' 18..25.. . . 0.07' RExt. 0.15 0:'00 =0::07 0.02 , ' 0.50 0:00' STRENGTH/DEFLECTION:: . Bay •"'==-=-=-Shear(k)--=-__-. ==---Moment(f=k)-=-__ Mom+Shr_ . Deflect-(in) Id Loc ."Cale "Limi:t 'UC Loc Cale "Limit' UC " Loe UC : Calc:'Limit . A 204 Job' No-. K21., 0744A: :. Designer.. 8 71NH. KIRBY .. customer •Kings Commercial. Center ' Checker. BUILDING•. SYSTEMS Address .Lots 1&2..Block:B;..Kings Hwy : . Seal Engr. ETTEOsaumONS. errta:Bonofwas:. :Fort i,Pie.rce; 'FL.34948, . Revision # LExt . RSup' , 0,.'32 " :7.11, 0.05,. -RSup _ .=0.'36 10.33 .0.03'. •RSup` 0".06 -0.34 :'I RLap,. 1:74 7.11 0:24 MidS' : 6:64 7'.23 .0;92 RLap:;0'.75;: 1,..05 2 - LIZa 1 57 ;4.24.,0..37 .. LLa .7.,63 8.45. 0:90 LLa 0 98 3 . LLap' • 0.:74 3.02, .0.25'. LLap . .=3:71 :'7.13 .0,'52 LLap" 0.58 ---0.1:7 4 RLap : • .1:25 3.02. ,0.42 MidS' . .3:11 4'.•99 .0.62 RLap :0':73. 0,.5.1 - 5,"- LLap:.:-1.17 3.02..0.39 - 'LLap 4'.35.. 7:13. 0-.61 .. LLap:0.72 . . 0..21 6. LLap 1.22 :3.02..0-.40'." MidS . .' 2.'87- A. .0.57 . LLap Q:•70 0.45 7 RLap : . 1:32 4.24 0.31 RLap' =7:32.- 8.._4.5 0.87 RLap' 0 92. _-0,..16 LLap:- -.1.82.. 11.72, 0•:16 •• MidS 9.11-- 9.06. 1.:01 .. LLap:0..51 . .-1.67 REXt. -LSup -.0•.'l5-11-7. 2 0..01 . LSup .-0.01 12.95 .0..01 ." LSup 0..00 0,2:1 :LAP BOLT SHEAR/BEARING: - Bolt-.=:-0.:500 ..(A307).." • . Bay .-=-=-Lef:t_Lap(k)------ . .-7-=-Right_Lap(k)--- -Id-' .Cal& Shear, Bear• "".UC Cal:c Shear` Bear '.UC i. 1.52 . :2:,65 '.. 2.80 -0..57 2 1:2:9 2..65 ,2.3:6 0•:.55 1:0.4- 2..65 2:3:6. 0-:.44 3 0.9.3 2.65 2.11:-0:44 0.7.3 2.65 2.1.1 0:34 4 .. 0.73 . .2:.65 .. 2.11 .0.:34 :1.22 2..65 .. 2.11 "0.:58 5 1:22 2..65 2:1.1" 0":.58 1:1.7 2..65 2:1.1 0:.56 6 1.1.7 2.65 2.1.1 0.:56 0.82 2.65 .. 2.1.1. 0.'39 7 :0.. 0.92 2.65 .. 2.36:0.39 1.09 2.65 .. 2.36 0.46 8 1:5.1 2..65 .3:31 0:57 .LOAD ID ' 5. Dead+Coll-titer,al+0..75Live+0:45Wind.Pressur"e1 - .. _ - - - - .. - - - ..REACTIONS: . : . . ---= -�Sh6ar(k) =.---=--- --, ---------=Moment(f:-k)=--- ------ 'Bay Left Left• Right..Right Left ;. • Left MidSp'n Right ..'Right " Id .. Sup Lap- Lap:. Sup , .. Sup'.. Lap Mom ...Loc'.'. Lap. :Sup . . ZExt 0;0.0 ;0::20" 0.00 0:0:6 1:.11 . .: : •_:: 0;22 1 0:9"3 =1':37; =1_:55. ...• 0::22 =4:47 1O':15:.' 5,;.88-' ...•8.71 --2., . -1."49 1.32 : =1.08 -1.18 8:71 ".5.99' =:3.5I'. 16.38 ': 2:84 4.19 0 A-5 =0::48 0,.58 ' 4.19 3:3:5 .1.02 8::33 . .: :2":21 2:90 : 4 1:01 0.90:- =1.07. =1::18•' .' . .2:90 • ': 1:77 =2' 66: 11.04.' 3::65. .•4.99 5 " .1.T1' ':1.00'. --0.97 ':•-1:'08 4::99•' .3.'74 :1.73 . 12.14 3:47 4 4,6:9 6 113 1.0-3• A.95. .-1':05 4:69 3:40 2.37 12::44 2:53. 3.72 . 7 0.•92 . 0'.81:- =1..09. . =1:27. " . .3-:72. 2.69 =0:93: 10.11. . 5::58. 7.86' 8.".....l..6 1' 1.43 , - -1.08 7::86 . :4.92 . =:6.35.: .17.66 . 0:0:5 -. .. RExt 0:0:9 0:00. 0:05 0.01• 0::50 : 0:0.0 STRENGTH/DEFLECTION:. - Bay Shear.(k)=_--==- ---=:Mora6nt.(f=k):-=-==- Mom+Shr_ . Deflect.(in). Id.' -Loc.' .: . Cale himt . UC. 'Loc.".. CaTc Zimit . UC. Zoc UC "Cale..Limit. LExt , RSup: 0',:20,'. 7:1:1 0:03 ,'RSup: 0,:22. 10.3:3 0.02 ,,RSup: 0:0-4 0:23: I.- 'RLap,: :-1.37 7:1I :0;19. RLap,: : 5.88 ':1'0.33 :0;57. RLap 0.60 . =:0.70,: 2. .I;Lap. 1::'32 :':4.29' 0::31. .'ZLap. 5.99, 8.45 0::71. ,ZLap. 0:7.7 " =0.'67. 3 "LLap 0,:65, . 3:02' 0:22 ,"LLap: 3.:35. . 5:6:8 0.59 'Ll;ap. 0:52 : -0.15: •. 4: RLap: -1•07 =3:02 :0::36. �RLa p.' : 3.65 : "7.13 :0;51. RLap;0.62 '. =.O'A3' : ": .. '.Designer-Job No: K2180.749A • - - - _• D JMH - KIRBY customer Kings .Commercial Center_. Checker.'--'. ... :"BUILDING.. $YSTEMS Address .Lots 1 1&2•'Block:B;-.Kirigs Hwy: , Seal'Eng=. aerr¢asoiurioHzeEnx.evuutnc5 : " Tort'_Pier.ce; 'FL.34948 Revision # LLap' 1,.00- '3.02. .0,33'. -LLap • .'3.;74 :7.13, .0.52. . LLap' 0.62. . .-0.:18 - 6 LLap. . .1:03 3.02 0.39 LLap: : .3:40 7.13 .0:48 LLap. 0.59., -0..36 Z' RLap: .-1:09. '4-.24..0-.2.6' RLap: .: 5.58. 8:24. 0:.68 RLap:0.71. . - 0._07 :-.: 8 LLap _ 1.'43 11.72, .0.12 MidS . .-6-:35 12-95 .0.49'. LLap' 0-.40 1:18 .. -- RExt LSup : .".0:09 11.72 .0:01 LSup : . .0:05. 12.95 .0:00 LSup' :0:00.; - 0..15 ' LAP BOLT.-SHEAR/BEARING: Bolt 0-.500'. (A307) . . Bay.-----Lef.t_Lap(k)----.- .-----RightLap.(:k)---- 1d Calc 'Shear Bear ' ".UC. . Calc-Shear Bear UC. ------------ 1 . :' 1,22 2..65 . 2..80 0-A-6 2 1..03 2:65 2..3.6 '0-;44.• 0..93 2:65 2..3"6 '0-;39. 3 .. 0.83 2:.65 ..-2.11-0.39 0.61 2-'.65 ." 2.11 :0.29 4 0:61 2..65 •2:1:1 0:29 1:05 2..65 •2.11 0•:.50 5 ; 1.0.5 ' 2.65 2.1.1. 0:50 0.9.9 2,65 2.11 '0:47 6 .. 0.99 2:.65 ..2.11 0.:47 0.74 2'.65 ." 2.11 .0.:35 7 0.8.3 2..65 2:3:6 0:.35 0r8:5 2..65 "-2:36 0:.36 8 1.1.8• 2.65 3.3.1. 0-A4 . LOAD ID - 6'. D.ead+Collateral+0.45Wind- Pressure: L' ' REACTIONS:.. . : . -=----:-------=Moment(f.-k)=----:---=.---=-- . Bay .. Left Left. Right:.• ki.ght Left Left MidSpan Right,' .Right '.. • .. • • Id. Sup Lap:. Lap.. Sup Sup Lap Mom.. . :. Loc.. Lap Sup LExt ' 0:00 -0:11 -0:00 0.03 111. .0.12 1 0.48 -0.72 0.81 0.12 .. -2.34'. 10.15 3.08 4:56 2 0:T8 0:69 =0:56 .' .-0,:62 4:56 3:T4 1:8'4 16:38 1:49 2:19 3 .. 0:40 0.34- 0:25; - -0.'31., i. .2::19 .. 1.7.5 0'.53 - 8.33'. 1.,:19 -. .1.52 4.' ...0.:53 0.47 . =0.56.•: -0:62 1•'52 0.;92 =:1.39'. 1:1:04.. 1:'91 2:6:1 0:58 0:52. 0::51 . .-0::57- -r 2 Af 1:9:6 =0:90 12=.14 :': -1::8i-,. : 2:45 6 0:59 - '.'0-.54:• -0:49. - -0::55 2,:45 ' 1.78 - =1:24 - 12'.44. 1:33 :1.95 ...0.:98 0.43 : 0.57•. : -0:66 ;' 1.;:95 1.:41 0.49 10.11..: 2.92 4:12 0. -5 0:56 4.12 8 0:84 2:57 =3:32• ]7::66 : . 0:02 . RExt 0:05 0:00. . .0.02. -A'.01: 0'.50'.. 0.00 STRENGTH%DEFLECTION; Bay =-===--Shear:(k)==--=- -_==Moment-(:f-k)---_-=: Mom+Shr-' ."Deflect ( n) . :Id 'Loc. .-Ca1c:11imit- 'UC.-:Loc..• - -Calc.Limit UC_ :Loc,.• UC CaLd. LExt. 'RSup.• .-0.11 7:11 .0:;01. 'RSup, 0.12 :10:33 .0:01. RSup..0.02 D.12 . 1 .'RLap. 0:.72 . ,.7.11. 0.:10.-."RLap. 3::08 ,10.33' 0:30. -'RLap. 0:3:1 .--0.'3-7. 2 .LLap: 0'.69 '. 4:2:4 0,16 LLap: .-3.:14:, 8:45 0:37. .LLap: 0:40 : =0':35: 3. 'LLap.: : 0.34 3:02 -0.11. -LLap.: . 1.75 5:66 :0..31. LLap.:0.27 0.08'.: 4 RLap. 0::56 ,:3.02 0::]9. 'RLap. 1::91 7..13' 0:27. RLap. 0:33 =0.:23 5 • LLap: 0'.52. " 3:02 0.17 -.'LLap: 1.:96. . 7.1:3 0;27. :,LLap: 0:32 : =0:10: 6. LLap.. : 0.59 3:02 :0;18. LLap :1.78 J.13 :0;25. LLap•:0.31' . =.0.19 .: 7. ,'RLap. 0:.57 4.24 0., 3. ,'RLap. 2:.'92 :.:8.24 0.35.• ."RLap. 0:3.7 0..04. 8 LLap: O.:Z5. 11:72- 0.06 .'MidS: 3.:32. 12:9:5 0:26 -LLap: 0:2-1 : =0':62: p: RExt: LSup. 0.05'11:72 :0..00: 'LSu 0.02 :12.9-5 :0.00- LSup.:0.00 : :0".08 .: - A 206 No. K21,_0744A, Designer. Job' .. 8 JMH KI RHY.J . eustoiier "Rings" Commercial Center. ." • Checker BUILDING SYSTEMS- Addiess ".Lots! 1&2..Block:B." Kin s E ..,��o:.a... ,.. . 9 Y Sea] Engr. e �isotur�oNzsenFe.smioixss . Fort""'Pierce; FL"34948.'. Revision "# LAP:BOLT, .SHEAR/BEARING. Bolt = .0.500 (A307). .. Bay -= -=Left:Lap(k)-=---=.; -- Right. Lap.(k)..-__-_ Id . Ca1c:'Shear - Bear:-., •UC Calc:Shear- Bear UC_ 0..64 2:65 2..8.0 :0.24.: 2 .. 0.54 : . 2:,.65 - 2.36:0.23 0.49 -. 2".65 2.56 :0.21 3 0,.4.4 2..65. -2:1.1. 0- -1 0,32 2.."65 . 2,1.1 0:.15 -4 0..32 " 2:65 - 2..1.1- 0'.15.' 0,55 2:65 2..1.1 0.26. 5 0.55: . 2'..65'..2.11 :-0.26 0.52 . 2:.65-'..2.11 :0.24 ... '6. 0;52" .2.."65". 2:1:1" 0:2.4 0.3:9 2..65 .' 2,1:1 0•..1$ .7 :• 0..4.3" 2:65 2..3.6 "0:18. 0..4.4 ' 2:65 2..3.6 •0..19 8 '.. 0.62 2:.65 .. 3.31 0.23 LOAD,"ID 7..-: Dead+:Coll atera1t0:.75 Live+0 45Wind.. Suctionl " REACTIONS:.... Sfiear"(k)-- --=..-=- : -- --=.-=-=----Moment(f-k)-:---=.-=-=--- -- . Bay, :Le:ft Left.-.-Right.. 'Right Left Left MidSpan Right Right Id Sup -Lap Lap" Sup'.. , Sup Lap Moir Lod Lap. ... , Sup.. LE-xt "- 0.:00 0.11 0..00 . : 0.03 : 1.11. :."-0:12 :1 0:4.6 : 0:40. . .0..43 -0.12 .2.03 9•:40 1:.61 '.. -2-:41 2 =0:35 70.3.1- '0'..21:. 0_.24 -2..41 ',. -1:77 :. 0.66 11. -0.1 47 ' .-0.14 3 ."-0.:15 -0.13. '0 12.. 0.14 0.,74 -0.:57' -0.17 7-.57 '. -0.53 -0.:68 - 0:57 " 1.1.20 .`.-0::78 ',•._1 0.7 4 ; -0:22 0:2:0 0:23 0:.26 ." -0.68 0:43 5•'., -0:24 0.22 0:22:. 0.,24 1:07 -0:80 0.37 11:97:. 0",81 ' .-1.08" 6 " :-0.26 0.28. 0.20 0.22 1:08 ' -0.79 :0.59 : 12.92 -0:39 0-:64 7 0:17 0:1'4 0:.2 7 0':31 0.'6 4 0:4 5 0:0"6 8:3 9 : 1":81 2:37 $ -0;46 -0.42: , . 0.51 -2'.37 -1:52 " .�2.67 18:99'. 0.02 . RExt 0.05 0:00 0:02 0.01 0.50 0.;00 STRENGTH/DEFLECTION:: Ba Shear(k):=-= ---• . . Moment(f-k)-==.-= Mom+Shr- Defl:ect(in) Id Loc .'Cale. Limit .UC .'Loc•: Calc'.'Limi:t UC . Loc': UC • Calc: Limit LExt .RSup- 0::11 : .•Z.;T1 0;:02 RSup 0";'01 RSup 0:02 =0.11- 1 . LSup: 0.46:. 7:1:1 0.06 :. MidS: -2.03:. 7;2:3' 0.28 ;.'RLap: "0:17 '0'.33: 2. .LLap. "-0_.31 4.24 0.07: 'LLap._ _-1.77 ': 8.45 '0.21- LLap.-0.22 :0.09-.. - 3." .'LLap. 0::"13 . .:3.02 0;:04. .LLap. -0::57 . ..7.:13" 0::08. ."LLap. 0:0:9 - 0.•03. . 4 RLap " 0'.23-.'• 3.02 0.'08 .'MidS: " '0..5T'. 4:9:9 0.11 RLap: 0.13 5. RLap.• . '0.22 " 3:0'2 .0..07.' 'RLa " 0.81 7:13 .0;11." 'RLa ,0.:13 O.04 6." "LLap. -0:.23."..3.02' 0::0"8 ."MidS- 0:.59 A."99 0::12.- .-LLap. 0:1:4" 0.•10- . . 7 RLap. 0.27.'. 4 -2:4 0.06 RLap: T..81 8:45 0:21 RLap: "0:22 . =0'.07: 8: "RSup 0.51":11:7"2 .0;04. "MidS 2.67 ': 9:06 :0:29. .'ZLap.:0. 2 0.47 RExt 'LSup- -0::05.'11.-72" 0::0'0. "LSup- 0::'02 ."'12."95' 0.:00 ,"LSup. 0:0:0' 0.:06- LAP BOLT SHEAR/BEAR:ING; . . " Bolt. =..0.500. (A307): Bay Left_Lap:(k)---_- --- Right' Lap(k)==-_ • A 207 Job-No: M80744A. Designer.. JMH ... . . K Checker.-.• i- IIRBY .: cus:tomer Fcings .Comme'rcial Center. . SYSTEMS Ad tress, Lots. 1&2 Blo ckB;..Kings Hwy-: Seal'Engr. . . dr SMERsdLUTIOS.sETUR.Bun.uiHci. ':Fort' Piei.ce; Ft.34948•'. Revision # Id-. Calc' Shear. Bea-r'- UC Calc Shear'. Bear'• UC .:2.65 2.•90 :0.13. . 2 . 0.2.9 . 1.'65. 2.:36 0.-12 0..16 •.2.65 2.,36 0-.07 :3 0...15 . .2:65 2-..11 '0.07.' 0...14 ' -2:65 2..11 0-.'07. 4 .. '0.14 : .-2..65 - 2.11 :0.07 0.22 . 2:•.65 .. 2.11 :0.1i 5. 0:22 .2•.65-. -2.:11. 0-.•11 0:2.3 2•-65 . 2:11. 0-;.1.1 6 0..23 2:65 2..11 0.11. 0..13' 2:65 2.11 '0.06.' 7 .. 0.14 :. 2.65 .. 2.36:0.06 0.26 -.-2..65 .. 2.56 :0..11 8 : 0;3:6 2..65. 3:3.1 0.13 .LOAD .I.D 8 :.-Dead4-CdliateraltO..A5Wir d Sucti,onl .REACTI.ONS: . ------=--=Shear(:k)--.------- --.-----------=Moment(f=kj------ -- ----- • :Bay Left •: -Lef.t .-Right :Ri:ght- .. Left : Left MidSpari : Right-'.. Right. Id- .. Sup•: Lap : Lap. Sup. Sup .. Lap.. Mom Lod- Lap : :•:S:up LExt 0•:-00 0: 20- .. 0.00 0:0:6 1.'11 _0..23 . 1 .. -0:90 . . . - 1:05: 1..-17 - 0:.23 .. 4.1.6 9.75: 4..41 -6.56 2 -1.:06 -0.94 0.73.. • 0.80 6..56 -4.:62 2.33 1:6-.74.. -1.83 2:.7-4 3 :. -0:.51 0:4:4 0•:35 0:,42 .. -2.74 ; -2:.17 0:6:6 8:09 . -1:,61 .. =2:06 . . 4 '., =0:70 '-0.6,3 ' 0:74:. - 0-82 2:.06 -. =1:27 1.84 11.09 -2.,-52 -3..44 5- -0.777 -0.69 :0.68.. 0.76 -3..44 -2.:58 1.19 : 12-.08.. -2.46 3,.32 6 ; -0:.80 -0:72 0;65 0:.72 .: -3.32 2:4.1 1:72 12:.59 -1..60 '.. -2:41 . . 7 .. -0:61 -0.5.3 ' 0:79:. 0.,92 -2:.41 -1:74 0.4.9 9.57:. -4..46 -6.:12 . -3.96' _ 5.67 . 18.34- 0-:.05-8 -1.23' -1.11 1.03 -6.... . � �•- � �12- - RE' 0:09 0::00 .. 0..05 :• -0:01 0.50 0:00 • STRENGTH/DEFLECTION: Ba - entfk -_ --y Mo '-Mom+Sir- • Deflect(in)." :. Id ..'Loc. . Calc-_ Limit :. UC• ..'Loc. .+ Ca1c--Lami't UC'.:Loc. : UC' Calc:Limit• -: - LExt RSup 0*..20:. 7;11 0:03 RSup =0.23:.'10 33 0:'02 :'RSup 0 04 :=0'.21 1 RLa p. 1.05,.'. 7.11 0::15•-.'Mid5. 4.i 6 • 7:23 0::57 -• RLap.0.:4 5 :-- 0.6 6.• ; 2 'LLap. �Q::94 ..4.24 0_"22. .'LLap 4.62 . .-8.45 0•;:55 .LLap• 0:59 0.41• 3 :.'I,Lap 0'.44: 3:02 0.15 ;.'LLap 2:17 7;13 0:30 :.'LLap 0:3'4 0:10: 4 .,'RLap. 0..74,.: 3:02 0:25. 'MidS'.I 1.84.': 4:99 -0::37:._ RLap.0..43 ':0.30-: 5 .LLap =0:69 3.02. 0.;23 .LLap 2::58 . .7..13' 0.;:36 :LLa 0:4:3 0.12• -6 "LLap - 0'.72-. - 3.02 0:'24 ;,'MidS: 1',72. • 4;99 0.34 .'LLap: 0:4"1 0".27: :. 7 RLap: ;0.79_': 4.2'4 0::19• :RLap. -4.46.': 8.45 .0::53. _ RLap..0.56 .'=:0.10 .8.' :LLap. =1::11 11.72 0•.-09_ :MidS- 5::67 "..9.06 0::63. .LLap- 0.31 1_04- RExt LSup 0'.09:"11:72 0:"01 . LSup: 0.05; 12:9:5 0:00 :. LSup: 0.00 =0-.13: LAP: BOLT :SHEAR/BEARING: Bolt =. 0.5:00.• (A307) . Bay. _=-- Left_Lap(k)_-_-__ __--=Righa_Lap(k)-_�__ Id Calc Shear Bear: UC : Calc: Shear Bear: UC : 0.'92. ' 2 ,:G5. ..2.'80. 0:3:5 :2 0:78: 2:65 2:36 0.33 : 0:61 2:"65 2:36: '0:26 3: :0'.54 , :2;65: 2.11 .:0.26 :0.93 .: :2;65. .2'.11 ,:0.'21 . Job No. �K2180744A. .• •� .• Designer . JMH KIRBY- customer Kings .Commercial Center. Cfieck®r .. BUILDiNG$ ' YSTEMS . Address' Lots. 1&2..Block :a' Kings Hwy: 'Seal...Engr eimosdiunoks eBE7te:eu1LUiKCS.. ': : FortPier.ce; 'FL.34948_ Revision . . . 4 -0.:43- .2-.*65". 2.:11 0.21 0.:73" 2,65'. 2.'11' 0'.34: 5 0...7,3 . ,2:65 2...11 '0.34.; 0.-10 2:65 - 2...11 :0'.33.: 6 .. 0...70: ..2:65 •2.111 :0.33• '0..48 :..2.65 2..11 :0..23. . .. 7 0:54 L'65'. 2:36 0'.23 0:66 2,'65 2:36 0..28 . . 8 0..92 2:65 3..31 '0.35.' LOAD ID; .-9 .0•.•6Dead+O.6Wind Pressu el. REACTIONS:- ------; --Shear("k)--------- -------:-.---Moment(f.-k)-------- ----- - -- Bay- Left. Left' ' Right. Right .' . Left .- Left.: MidSpari.: Right'. Right Id. :'.'Sup Lap:-. Lap. . .-.Sup Sup. Lap Mom: . _ Loc. Lap Sup -LExt-.. - 0-.'0 0 0..08•. 0..00 .. 0..02 " .1;11:, :-0..09 1 :0.38 0.57.. -0.64 0..09. -1.86: . 1:0.15.. 2.4.4 ' 3:.6:2 2 0-:.62 •0;5.5 -.0:45 0:.49 ." 3,62 2A9 :-1.4:6 1.6.38 :. 1:.18. .. - 1;74 3-.- 0:32 0.2.7 0:20:• 0..24 1:.74 .. 1:39 0.42 8.33: 0..94 1.20 .. 4 :0.:42 0.37 •-:0.45.. -0.49 1..20• :0.73 -1.11 1:1:04.. 1.51 2:07 5 0:.96 0:4:1 =.0::40 0:,45 .. 2.07 1:.55 -0:72 12•.14 . 1'.44 .. 1.95 6 0•.47 0.4.3 0:39' -0..44 1',95 ..- 1-.41 -0.9.8 12:44:• 1..05• -54 -7 0.:38 0.34 •• '.0-.45..-0.53 1..54 ' :1..12 0.39 1.0.11.. 2.32 3.26 8 0:.67 •..0.5:9 . -0:.45 '.. � 3.26 2:.04 2.-6:3 1.7:66 0:02 RExt .. 0:04 . 0..00 0:,02 .. :• 0.00 '0 .5 0: STRENGTH/DEFLECTION: . Bay .. (k)- - Moient(f-k) Mo +Shr- efect(in) ' . :Id- -"Loc'. Calc:"Limit UC .Loc.. 'Calc.Limit UC :Loc'. JJC .•Cal:c Limit ' -LExt-..RSup: =0.08..'" 7:1l 0::01 .'RSup 0.09.. 10,53 0::01 ..LSup -9.00' •'.. 0.09 .• I. .RLap. 0::57 . _7.11 0.'08 RLap 2:.44 ."10.33'.0.,24 .'RLap- 0:2:5 '0.2:5 -2 :.'LLap 055;. 4:24 0:13 :. LLap 2.49:. 8:4:5 0:29 :. LLap: 0:32 0'.28 3".. LLa p 0.27.,': 3:02 0::09 .. LLap , 1..39":: 5:68 :0:.24 '.:LLap;0.21 ., 0.06 . . 4 RLa . p -0:.45 ,3.02' 0.::15 ' .RLap ' 1::51 .7.T3 0.;21 .'RLap 0:26 5 ,. LLap 0:41:. 3:02 0:14 :.'LLap: 1:55'. 7:13 0:22 :.'LLap• 0:2'6 :=0'.08 • . • . p. 0.43,.�. 3:02 �0::14 ., LLap � � :T.41..' 7;13 0::20 '.. LLap.�0.24 •'.=0.15'.. . ..,: .7 .RLap. -0::45: :4.24 Q'l1 ' .'RLap '2::32 .8..29 0.;28 'RLap 0:2:9 ."0.03• -8 :. LLap 0'.59:. 11:7:2 0:05 :. MidS: . _2'.63'. 12.9:5 0:20 ; LLap: 0.-17 0'.49: RExt-••'1Sup.- 0.04-::11:72 0.:00 '.,'LSup, 0.02..*:1.2:98 O;:OO ..1Sup 0.00' ':0.06 LAP.-BOLT' SHEAR/BEARI 14G :Bblt _ 0:500 JA307:). Bay :=-==.-Left'..Lap.(k)------ --==,-Right 'L.c ):-____ . 'Id. 'Ca c.S ear. Bear.. . UC "Ca c..S ear. Beat', UC : 1 0:51: 2:'65 .'2`.80' 0.-1'9 2 ':0.43.: :2::65: 2'.36'.0.18' . ':0'.39 . :2.65. 2'.36.0.]6.• '3. .0.35. 2::65. .'2..11. 0:1:6 0.:25. ' 2 :65. .2.1I. 0:12 4 0:25 2:65 2•:11: '0:12 : 0:94: 2.65 2.'11: '0.2'1 5. :0.44 : .2:65. 2'.11 :0.21 '. ''0.41 :2:65. 2'.11 .0.19 '6 0A1. ''2::6'5. ..2.11. 0:1:9 0.:31. `2::65. ..2.:11. 0:1:5 7 0•:34: 2:65 2`:36: '0.15 : 0.35: ' 2:65 2.36: •0:15 8. ':0.49 .: :2:65: 33.31 ,:0.18.• A-209: . : . . ppV -Job' No: K2180744A.• � � .� - Designer-.- JMH.' : 'R:v i Customer Kings-Commesci.al Center.. - Cfiecker- BUILDING, - :• SYSTEMS Add=ess, Lots- 1&2..Block:B- Kin s HwSeal En r. - 9 Y '. 4 • . stngRsdivndNs BET9R.B6aninc3.. ':Fort"- Pierce; FL.34948, Revision LOAD.;ID 10 0:6Dead+O,6Wind.-Suctionl. . 'REACTIONS -_=- Shear(k)=--=-=-_ Bay. :,Left. . -Left:,..Right•. :Right • .Left. :Left. . MidSpan 'Right Right = .Id Sup :Lap _ Lap :'.. Sup .. _ .Sup Lap :Mom- Lod- :._ Lap-- - -Sup.- ' 0:33 0..00 0.09: . :1.11.. 0-.36 1 1:.46 .1-:75 : . 2.00 .. -0:36 6;8:1 9:82 7:.54-.-11.21. - • 2• .. 1.84. .-1..62- 1 r27. .1..-40 11:.21 .. 7.86. 4,1.0 - 16;66. 3..24-. 74..83 3.. 70.:90 -0.77 0.60.. 0:73 4..83 ' -3.84 1.16: . :8-.15.. 2:78 3:57 4 -1-:2-2 1;0:9 .1.25 : , 1:.43 .. -3:57 2:19 3;2:1 .li 09 4'.39 6-.00. 5 .. =1:34 1.2.0 1:18: 1..31 6:.00�.. �4:49 2.0.7 ' 12:10:• 4..27 57 5 6 -1.:39 -1.26 1.13.. 1.26 :• 5..75 ' -4.:18 2.96 12.56.. -2:85 : -4:27 7 -1-:.07 0;9:4 1:37 : • 1:,58 .. '-4.27 3:.08 0;92• .• .9:69 7'..53 .-10 38. 8 .. 2;09. :1.,8.8 1..67-, 10'.38-.. =6;54. 9..3.5 18 24.. . 70.D7 RE'xt -0.:15 • .. • - •- 0.-00 0..07 -0.02 0.50.. 0:.00 .. S TRENG.TH/DEFLECTION:. . . :• Bay. --=---=Shear(k):---=.-_ ---:--Moment(f-k:)--=. Mom+Shr= .Deflect(in) Id :- Lod.. . Calc'. Limit UC :. Lod.. CaIc'. Limit .UC Lod.. UC Cal.c 'Limit LExt. RSup. .0:33 , -7.:11 0..05 .RSup =.0:36 .10.:33 0..04 -RSup 0:.06 -'-0.35 RLap 1;79:. 7:11 0.25 Mid8 '6':81' 7:23 0.94 :• RLap 0,'77 1.0.8 ' LLap: -1.62.. 4.24 -0'.38 .. LLap -.7.86..--8-.45--U.'93 '-. LLap 1.:01 0.73. 3 .LLap "0:77 3.02 0.,25 .LLap• .3.:84 . :7.13' 0.,54 ' LLap 0:.60 0.1.8 RLap - 1':29' 3.02 0.43 :. MidS 3.21:. 4 .99 0.64 RLap 0-. 5 0.52 5 LLap =1.20., -3:02 0:.40 ..-LLap 4.49.. 7:13 0:.63 .. LLap.0.75' -0.22 6 . ..LLap 1:26 . 3.:02'.0...42•. ..MidS 2.96 4.:99 0.,59 :LLap 0:72 ..0.4:6• . :7 ; RLap 1:37' 4'.2�4 0:32 ; RLap ; _7'.53; 8:4'5 0:89 :. RLap 0.95 0.16 $ '. LLap • •-;1.88.;.11:T2 •0::16 MidS .. 9,35..•9.06 -1::03 '..'LLap 0.53* 1.72 .• RExt•' .LSu . . • .p �0:15.11.72 0;01 LSu p ' -0 07 -12.95 0.;O1 .'LSup- 0;00 0.22 • •. . . '. : ..LA.P. BOLT SHEAR/BEARING:.: Bolt --..0.500 .(A307). . Bay. _---=-Left_Lap(k)==--:= ;.-.--"-.-'Right' Lap(k)---: ld. .Cal-d Shear. .'Bear UC Cald Shear. -Bear- UC :1.57 .', .2.65-.. 2.80 .•0.'59 .2- 1.33. 2.:65. 2 36 0.5:6 'l..07. 2::65. 2.36. 0.4:5 - -3 0.96: 2:65 .'2.11: 0:45 - . 0.75 2.65 2.11: 0:3'6 . 4: 0.75. _2:65. 2.11 .0.-36 -:1.26�.. .2;65 2.11�.0.'60 5 1.:26. 2::65. :2.11. 0:60 ..i 2.1 2::65. 2.:11 0:57 6 . 1.21: 2:65 . 2.110:57 0.85 2:65 .'2'.11: 0:4.0 : 7. :0.95.: :2:65. 2.36".0.-40 :1.12 .: :2,65. -2.36.0.47 8. .1.56 2:'65. :3..31. 0:59 DEFLECT.ION: : . LOAD ID 11 Dead+Collateral+Li:ve. .".: : op. Job No: K2180744A: Designer'. 'RBY." Customer Kings :Commercial. Center. Checker. BUILDING. SYSTEMS .«..�o..�... - Lots. 1&2-.Block= �Ki-n s Hw y .-Seal EngrAddiess .' knERu4riwk BETTER.BVILDiNG&,' _ - lortf_�Plerc 'j RL 34948. ReV].'S1on #• . Bay Offset. Deflect.(in) Id' .. . . (ft); Cald .Limit Ra-t'io tExt 0.00'. - :0.20 1 - '13:58 _0'.62 2:17. 0..29. ' .. • 2 . ' :14.69, 0'.60.- 2.35.. 0:25 -3 7..38 . 0.14 . 1.'l8- :-.-0..12 4 12:00 :. -0.39 .1:92: 0.20 5.. 12.00 .. 0.16. 1.92.. 0:09 6 12..00 .'70.32 1:92 - :-..0:•.17 .. 7 .. 12:00 0..06 .1:92: .0..03 , =.. :• . , . . ,8..• :'14..75 .. 1.05. 2.36.. 0:45 ; AExt 1..00 0.13 LOAD 16:1-2. : .Dead+Collatera•l -------------- - Bay'.. Offset Deflect(in): Id (ft) Calc, Limit.. Ratio LExt' .. 0.00 0:.06 . . . 1-' .13:,58- .. =0:18 2-.17..-- 0.08 .2 :• 14..69- 0..17 2:35 0:.07. 3 '.. 7.38 0:.04 1:18: 0..03 • . 4- . .12'.00''.. =0':l1 ' :1'.92..'- 0.06 .5 12.. 00 ' .-0.:05 .1.92 . .• 0:.02- 6' .. 12.00 0:.09 1:92. 0..05 . . . 7' . .12:.00 .. -0:02 ' 1'.92.. •' 0.01 . 75 .-0.50 ' 2::36. . 0:13 :RExt 1.00 0:09 LOAD ID 13.. :. Live Bay .Offset'.,'Deflect;.(in)..' Id (ft) .Calc' Limit..Ratio.•.': LExt. , ,. .0:00 .. -0:I4 1 13.;58 2:17 . .. .0':20 2 .14. 0:4:3 .-2.35;.'. 0;:18. 3 . .. T.38 0:10 1.18 0:'08 A 12.00. .-0.28 •1:92 . . '0:14 5 12.00 -0:1:2 . T'..92. 0:06. 6 12;Op. '=O.23 1.92 0.12 .7 12 ':00. _ ..0.04 :1:.92 :.. .0:02: 8.. 14:75 -0.75 . 2.:36. 032 . RExt. .. . .1.00. -0:09 . LOAD ID: •'14 , : :Dead+O:.'3Wir'd Pre'ss:urel Bay Offset. .0eflect('in) .. Id. .(ft): Calc Lihiit. . Ratio. LExt 0::00 . .. 0.06. . .. 1. 13.58 0;19 . 2'.:17. . 0.:09.' A21T :• . Job No. K2180744A:" s : Designer . = JMH KI�RBY'.. customer Kings :Commercial Center Checker BUILDING $YS1E.(V1S Address .Lots 1&2..Block:B;..Kings Hwy : • Seal. Engr. :.«..Sow.. eerreesoiUTIOR.BETTER.eUILDIR S . Fort'l P erce; 'FL.34948 Revision #- '2'. 14.69' .. -0.18., -2,.35 " . .0:08 :3 7'•.-38'. :0.04.. .1..18 :' ;0'•.04 4' ;12:00 =0.12 -:I.92,- .0..06 : 5. :12.00, 0'.05.; 1-.92- _0:03 :6 12.00 . -0.10 1:92 : A...05 7 .. 1200 0.02 '.1:92 0..01. . :. 8-. 14.75 0.33., 2.36. 0:14 RExt 1-.00'. 0.04. . .. LOAD ID:15: -Dead+0:Aind Suctionl. Bay'.. Offset Deflect(in): Id. (ft).-.. 'Calc.'Limit..• 'Ratio : :.-LExt-. O.Q0 :• -0..10 : 1 ,' • 1-1.58 .. '0.32. 2.1.7.. 0.14 -2 14..69 -0.26 . 2.35 :.-0;.11 3 .. 7.38 0-06 1:18' 0..05. . . : A-' . .12:.00 .. 0:17 1.92.. 0.09 .5 12..00 0.:07 1:92 0:.04 6 .. '12.00 0'' 5 1:92: 0..08 '7 12..00 .. =0.04 1-.92.. 0.02 8 14..-75 0.:52 2-:36. . 0::22 : . RExt'.. - , 1.00 0:.06 ---------- ---------------------- -in K21807.44A'.. Pur .Lay:out{Surface=:. 3j .. 10/ :4/21.. 11c17am SUkFACE LAYOUT: : :- ;Surface• ... No Peak.. } - Id . Length. .•Row Space:: 3; . . :33.'1i4 12 .. 1:333 ' PURLIN. LOCATION:• Purlin :Surf Load : Dead Show - :_- Max Load-=-=_ .. .. Id:: Offse•t ,Space Width. .- L;oad-,.. Report Id.:: UC Report Notes_. 1.:: 1.333 1:333 : "2:750•.': 1. 1 ,10". 1;00 Mom,Shr 2 : , ; 4'.16.7 • Z,833 " 2,;833 .".: :1;.72 10,. : 1:03 Mom;Shr 3;.' '7.000 2.833: 2.833-. 1:•72• .. 10 .'..1.03 Mom,Shr 4 ': 9.833' 2::833': 2;:833.': 1.72 :"..10'. . 1:03 . Mom,Shr. .5 12.6.6.7" . 2.833. 2:875 .1.70 _ 10 1.02 Mom;Shr. - -6. . 15.583 2.917: 2:917. . 1::67• Y_ -10 .' :1.03' Mom,Shr. 7 ':- . 18..500` 2::917 2:917 ': 1.61. 10.'. 1:03 • Mom,Shr. . 8 21.417 . 2.517. 2::667 1;:83. 10 0:9'4 : Mom;Shr. 2:3.833 - 2.417: 2:417. . " 2:=02 : 10 " :1.03' . Moro+SYir 10 2.6.250 . ZAIT.. :2 A17 2.'02 : 10. . 1:03 . Mom+Shr: 11 -2 .66:7 . 2..417. 2::417 .2;02 10 1:03 . Mom+Shr. " .12.'. 3:1.085 . 2.417: 2.224-.' 2::19 10 1.02 -.-Moro+Shr •33.:1.14 . 2:.031 Average. . 1::82 .. .. . . Job' No, K2180744A •� �� :• Designer . JMH KIRBY. C,istemer Kings .CommeYcial Center. . Checker.' "BUILDING STEMS'. Addiess- .Lot'* 1&2..Block:B;..Kings Hw'y : , Seal'Engr'. ..:..�e..�. "BETTERSOLUTIONS.8MfR:eUILDiNGS : :For ,PieY.ce; FL.34948. Revision # LAYOUT: Bay- : Design -I;op'(ft)_- No.. Unit Total. Id :'Part,:• , . Length ' 'Left. Right': ,Strap Weight Weight LExt_ '95Z089- 2:21 0 11-.2-- 134=.7_ . .. . •�1 . 1 '95Z069. 27.16 .. 1.94 0 14.7.6 .- 1771.,q 2• 95Z075 29.38 . . :1.'94 1..19: .: Q -.138.:9 _ 1667:3. a 3.. 95Z067:• 14:75 1-.19 �;19 ..-0.. 65.4 ' 784:.8 .. 4 :-95Z067...: 24:.00 .. 1.19. [1..1.9 :0 100.7 :•.. 1208..7 5: 95Z067 24..00.'- :-1.:19 .19 0 -: 100..7 1208:7. 6. 95Z067. -24:00 1.1.9 1;1.9 0 . : . .100..7 .1208.7 7 : 95Z075.. 24:.00 '1:19. 1..9.4 0 .116,0:-.- 1391..5 : . 8. 95Z-105 29..-50 , :-1.'94 0 .. .'188.2 '2257:8. RExt.. 95Z105: 1:00 0 , 6:.0 -71:.8 : _ . . .Total(lb:) .. 975.:5 1.1705.5. LOAD COMBINATIONS: 10 -:- 0.6.Dead+0:6Wind. Buction:l ---------------------------------------- K21807:44A�.. Purliri(Sur:face. 10/ :4/21.. 11:17am • - . .. ROOF.PURLIN _. ' Surface Id 1• 3. ' Purin.. -Icl i 6: . Offset =:15:58. :LAYOUT.;: (Purlin Id, • 6) . w . Abailable De s i.gri . . � . Reduction'. Length - :=--Lap(ft),-=. 'Load., No:- Fadtor: Id Bart -(f.t) '.. Left'.- -Right.,': Width ;.Strap .,Out,.,. . In LExt 95Z089 2:21 2:92. 0 0:00 .0,70. 1.- 95Z089 27.16' -1.54 2.92 0: .-0..00' 0'.70: . ..2 . 95Z075.• '293:8 1.94. 1::19. .: :2:92: 0.. . 0.00 :0.70.. . . . 3. ':95Z067 14:T5 : . 1'.19: - 1'.19. . 2:92. 0. ' 0:.00 .`0..70- 4. "55Z067. - •'24.00 -:1.19. 1.19 2.92 0: 0,:00. 0.70: 5 . 95Z0:67. 24:0:0 1.:19. 1::19 2::92. 0.. . 0.00 :0.70' 6. :95Z067 '24:00 . 1.19: 1',.19. . 2::92. 0. 0::00 0.70 7 . 95Z075. '24.06 -. :1.19. -1.54 2:92 0: 0,00. 0:70. 8 . 95Z1:05. 29:5:0 1.:94. 2:92. 0.: : 0.00 :0.70.: . RExt: :95Z105 '1:00 . 2::92. 0. 0::00 ..0.:70. :. • . LOAD :ID. 1 Dead+Collateral+Live. . ..A 21-3 Job' No K2180744A.- Designer;. JMH. .. " KIRBY .. BUILDING ustomer' :Kih9s':Commerc al Center. SYSTEMS .' , . Checker - - :• A . .....�e�� . dd=ess .Lots: 1&2.-Block:B;..Kings Hw}r : . Seal,-Engr.' .ee77EAsdiun0ksBUTr€ige ILDixe5.. :Fort" Pierce; 'FL.34948 Revision REACTIONS: --------=Shear'(k)=--=---_ =--=,-=-=-'--_=-Moment(f-k);--=-=-_=-=-==- Bay. :'Left Left Right Right Left'. :'Left, .' : ' .MidSpan -Right Right Id Sup :Lap tiap Sup ..: Sup Lap :,Mom Loc Lap .. ; Sup ; LExt-. -0.00 -0:18 .0.00-. 0.05 1.11.. 0:.20 1 0.82 . -1:22 1.38. 0:20 3.98 10:15 5:.24' '7.76. 2 - - 'l-.33. 1.,1.7 ' -0:96. -1.06' '.'7.76 .. 5•.34.; -3..1.3- 16:38: .2..53 . 3._73 '3 0..68 0.58 .0.42.. "-0:52 .3..73 . • :2..98 . .. 0.91 8.33.. M2 2:58 A. 0'..90 0..8.0 .-.0-:96 1-05 .. 2:58 j :57 2;37 11.04 3.25. 4..44. . 5 ..- '0.9 •4: 12 r14. .3..09 . :A..17. . 9 . . . . . •• 6... :1.:01 0.51 -:0.84.. -0:94 4-17 , :3.:03 .-2.11 :-.-12-.4.4.. 2:26 : 3:31 :7 0:.82 Q;72 -.0:97 1'.13- .. 3:31 2.-:"40 0.83 1.0:11 4:.97 .. 7-.00. 8 .. "1:43. 1..22 " :. 70..96: . .-T.00 '.. 4..38 . :-5..65 17.66: 0.04 .. RExt. -0.'0 8 MO 0-04 _. . 0.01 :0.50.. 0:.00 STRENGTH/DEFLECTION: Bay. --=---Shear(k):---=.-_ ---�-Moment(t-k)--=..-_ Mom+Stir= .Deflect(in) Id Lod.. Calc:• Limit UC Loc.. Ga]c: Limit -UC Lod.. "'U- ; Caic 'Limit LE-xt "RSup =.0:18 7.:11 .0..'03 RSup- .6.20 10.:33 ,0.."02 .' RSup- 0:.03 0.-2'0 RLap_1;22:• 7:.1.1 0.17 ; RLap 5;24: 10:.33 0.51 ; RLap 0;54 -0.62 2 .. -LLa p: 1.17.. 4;24 0:.28 ,. LLap: _ :5.34 8:45 0::63 ..LLap:0.'69 0.60 --3 .LLap =.0:58 - :3.:02 .0..19. LLap 2.98 5.:68 0_53 LLap- b:.46 0.1:4 4 :- RLap 0:96:- 3:.02 0.32 :. RLap 3:25'. 7:.1.3 0.46 RLap 0 56 -0.3,9 ' . . 5 .. LLap:. .0..89., 3;02 0.29.'.. •LLap 3.33., 7;13 0'.41 .. LLap:0..55' .-0.16' 6 .LLap '0.91 :.3.:02 Q.30 ':LLap• 3.03 .".,7.'13 0,,43 .LLap 0:52 -0:32 -7 ; RLap 0.97: 4:24 0.23 : RLap 4.97:. 8-:24 0.60 :. RLap 0.63 0.06m S .. LLap 1.28.. 11:72 0::11 MidS -:5.65.. •12:95 0::44 ..LLap:0.36 1.05 . R.Ext ' .LSu 0:08 .11.72 0.;01 ."LSu p p 0.04 .12.:95 0.A0 LSup 0:00 0.13 LA:P $O.LT SHEAR/BEARING: Bolt .0.500• ..(A307). = Bay.-_____Left_Lap: -k)-- --__ . _-----RigYit_Lap(k) Id .Cal;d Shear. .Bear. VC ., ."Cal..d (Shear .'Beam UC 1 . 1.08'.1 •2:.65 -. 2.80 .•0.:41' . 2 0.92 2:65 2.36 0:3:9 0.83• 2::65• .2.•36 0:35 .. .. 3 . 0.74: 2.'65 . 2.11: 0:35 . . 0'.54: 2:65 . 2.11 0:26 . 4: :0.54: .2:65. 2.11 .0.26 ':0.9 3'.1 Z.65 2.11 ..0.94 : 5 0.-93. 2::65. 2.11- 04:4 0..88. 2::65 2..1.1 042 :.. . "6 0.88 2:65 . 2.11: 0-:42 . '0.66: • 2:"65 -. 2'.11:-0:317 - :0.74'.- :2..65. 2.36 ..0.31' ':0.76- .2•..65. '2.36.-0.32' 8. '1.'05. 2::65. 3..3-1 0-4:0 LOAD 'ID: 2 • ;. :Dead+C611ateral REACTIONS: (f_kj___--_______-__ g g Left MidSpan Right. 'Right : Bay Left Left. "Right .'Right., Left Id. Sup . Lap: 'Tapp,'. Sup. $u" La Mom Zoc, L.a Su p p. : P p p A 214 - Job' No. K2180744A: Designer JMH• utmr _'Kings CommercialCeitar. ghei ckerBUILD s ySTEMS Addkess' Lots. 1&2..Block'B Kings •H "seal" gr.$ wy RMER LUTORS.BM9R.SUILONcs:. Forte,Pierce; RL.39998, Revision '# -- ----- ----- ---- ----- ; -- - -- -- -- - --- LExt 0..00 :'=0-.05 . .0:00 0.:01 =0:35 -0.40. :'.'0•.06 .. 1...14 . .10;15 1.50 . :-2.22 . :2 . 16 38 0.-38- 0..34 :,.,-0.27 -0:30 .2.22 1.-53, =0..90 : .; . 0:73 1.07 . . 3 : 0,.•19 •0..-17 0':12 :=0•.15 .. . .1:07 0.85 0.26 .. 8.33 : .;0.58 0.74.: 4 - 0.26.: 0_.23' =0:27. 0•.30 0.74' 0.45.: .-0..68 11:04. 0-.93 . 1.27 • 5 . :0.28 0.25: .:-0.25 -0:28 .1.27 . :0..95. . -0..44 ..12'.14. O:88 1.20 6 0'.29 0.:2.6- 0':24 =0;.27 .. : ,1:20 0:87 -0:60- .12':44 0.:65 - 0-.95.: 7 .. '0.23. 0,2.1'- -0:28: 0..32 . : . 0:95 .. 0.69.: :-0...2.4' 10:11. .1..42 2.:01 . '8 . :0.41 0.37:'. --0:28 Z.01 . 1.25 . .-1.62 :. 1:7-.66.. : 0..0-1 RExt 0..02 0::00 .. 0:01 0..00 0:50 0-.00.: STRENGTH/DEFLECTION:. Bay : ---.-=-Shear(k) ----- : --=.- Moment:(f-k.)=----- Mom+Shr Defledt'(in)- Id .. Lod. Ca lc.. Limit. UC' .. Loc r Cale.. Limit• UC ..Ioc UC CaTc,'Limit .. LExt RSup : =0 05: 7.11 0.01 RS# 0.06'. 10:.33 0.01 -LSup 0;00.- 0.•0.6 1-.. RLap;• -;0:35.. 7.11. 0:.05 .- RLap 1.50..10-.33.-0..15- .. RLap;0.15 0.18 , LLap- .0.-34 . ;4.'24 ,0..08 LLap 1.53 8.:45 -0..--18-. -LLap- 0:20 -0.17 LLap : 0:17 3i.02 0.06 LLap 0:85' 5:.68 0.15 ; LLap '0;13. 0.,0.4 4 .. RLap:, 0-.27..- 3-:02. 0: 09 .. RLap; 0.93..-'7-.13. 0'.13 .. RLap;0.:16 . .-0.11 . p .0:25 ;3_02 ,0..08 . LLap .0:95 :7.13 0..-13 ' •LLap 0:.16 0.0:5-• .. '5- .LLa .. 6 ; LLap 0;26:_ 3:.02 0.09 LLap 0;B7: 0.12 LLap• '0;15 • :-0' 0.9 7 .. RLap -.0:28.. 4;24- 0'.07. .. RLap , 1:42.. 8:24 0:.17 ..RLap:0..18 0.02: 8 LLap , .0.37 .11.72 ,O..d3•: Md'S =1:62 12.:95 0..13 .LLap 0:10 -0:30 RExt LSup 0;02:• 11:.72 0.00 ; LSup 01;'12:.95 0.00 LSup 0,00 0.0 LAP -BOLT SHEAR/BEARING.: Bolt 0:500 (A307) Ha Left La k '. Y.----.- _ .P(•, ):---=.-- ----:-Righ�t_Lap(k')-==.-- Id . Cale 'Shear .'Bear ilC Cale SYiear '. Bear ' UC . 3 0. • . .• . . .• .• : '1 '•2:'65• :2:80. 0.;1:2- . 0'.'26 2:65 .'2'.36: 0;11 '0 2.4'1 2:65 . 2'.36 -0.10 "0.21 2:65 2.11' 0.10' ' "0.16 .2-.65. 2 11'._0.07 4 :0:16 2..:65.. 2.1:I 0:07' •. ..0.27 2.;-65 2.1:I 0.1:3 .•5 'A. - 2.65 :.'2.11 0:1'3 0.25 2:65 2.11 -O:I2 6 ., 0.25.- .2::65. „ 2.11 .0.12' 0.19.; 2::65 ., .2.11:0.09 . - 0.22 2:'65• :2.36. 0;0:9 . 7 0.2I 2::65 2.36. 0;0:9 .8 '. 0'.30'. 2:65 . 3'.31: 0.11 . LOAD ID. .3. : Dead+0'..6Wind•-Pressiir.e-1 REACTIONS ---__--==Shear.(k:)---=--=-=. : •'--==--=-=-=---Momerit(f=k)-_____------- Bay.' : Left _ L"eft: Right. . Right.' :.: :Left. Left : MidSpari : :Right. .Rigkit Id. : :Sup- -Lap.- - 'Lap . Sup S:u La Mom.. . Loc La ' Sup p. p P P LExt. '0.00 . 0::09 0;00. .. 0:03: 1.:11. 0.10 1. .0.-42 -0.62 -0.70 0::10. :=2'.03.: :10.15 2:67. _ 3:95 . :6:8 0.60. -0::49 -0_:54. 3;9 2:72 1..59. 16:.38 1:29, 1:90 . 3. b.34, .0.:30: 0.:22. . -, 0.,27. . .: .1;90: 1:52 : , 0" 46: 8.:33. . 1::03 1.31 A 215 •job• No. K21;8 07 44A. Desi gner; .'..JMH • BUILDING,• CKIRBY _ ustomer Kings .Commercial Center, . Ch6cker. SYSTEMS «..�o:.a.... . Address Lots. 1&2•Block:B;..Kings Hwy : .'Seal"Engr. BenER.SdWlbks 8M.fiBUILUINGt4 :FortPier ce; FL 34948- Revision # _ 4'. 0.46 0.,41 : .'-0`.49. ' :-0:54 1•.'31'. :0.80.. -1.•21 : .:11:04•• . .1 - 65 2-.26 5 0.50 0,,4.5, 0.:44 0-.49 .2:26 1.69 0.78 _.12'.:14 : .:1.5Z .. 2.12.: 6 - '0-.51.' 0...4.7 „-0:4.3 0,48 . 2-:12 - 'l'.54.; 1...07 . .12 c 44'. 1,15 . :1.-69. . - 7 . :0.42, 0..37 :.:-0:49--: ,-0:57 .1-.'69. '1.22 0..42 : .:10'.11..- 2:53 3.56 ;. .8 0' 73 -0..65 _0.49 : .3:56 2':23 2.;8.8 .1.7.:66- :.: :• 0.'02.. RExt :0:04.; .0,00. 0.02 0..01 :0:50: 0.00 STRENGTH/DEFLECTION: . Bay .. ------Shear(k)-=--.-- _---I-Moment..(f-k)..____--'.. =Mom+Sh.r Defleet(in.). ... Id. Loc Calc Limit . -. UC Locl Calc Limit UC Loc UC Calc Limit . ---- ---.= '-------- ----- ---- --- LExt -RSup:' -.0.09-. : 7.11.:0..01 - RSup: .: .0..10.. -10.. 0: 01=.. LSup:0.00 , .. 0.10 :. 1 . RLap• .0.:62 :7.:11 .0..09 RLap 2.67 10.33 .0..26. RLap 0:27 0,32 2 LLap 0 60 4:24 0.14 : LLap 2;72:• 8:45 0:32 LLap_0.35, =0..3.0 3 .. LLap :0•.30..--3-:02.•0:..10 .. LLip :1.52.. 5-.68, 0'.27 .. LLip:0.23'.= 4 . FtLap 0.:99 .3.:02 .0-.16 RLap 1.65 :7.13 .0..23 F2Lap 0:28 0,20 5 LLap 0:45: 3•:.0.2 0.15 . LLap `1;69. 7:.13 Q:24 :• LLap 0;28. =0.,0.8 6 .. LLap: 0.4T. 3-.02.-0:.15 .. LLap:. :1.54.. '7;13 •0:.22 ..LLap:0.27 .- 0.16- 7 RLap 0:49 •4.24 0..12 _' •RLap - 2:53 ,-8.24 0..-31 RLap b:.32 0,03 - 8 :• LLap :0,65: 11:.72 0.06 MidS+ =2;88: 12:95 0.22 ; LLap '0;18. :-0.5.4 RExt '.. LSiip :0.04.. 11-.72, 0'.00 .. LSU. .. .0.02.. 12.'95.•0'.00-.. LSiip:0..00 0.07 LAP_BOLT _SHEAR/BEARING.: Bolt -0-.500 .(A30.7) "Bay :--- -Left.Lap(k).-=-=- --- '.-Right Lap(k)=-=-- Id-',. Calc Shear .. Bear UC Calc Shear-.. Bear. UC 1 0.55 2:65 . 2.80 0.'21 2 '.. 0.47 2:.65 .. 2.36.•0.:20' 0.42 : .2..65 .. 2.36.0.18 3 .0:38 2.,65 :2:1:1 0:.18 0:2;8 2_:65 .2.11 0:13 4 0.28 - 2.65 :. 2.11 0:13 0'.48: 2.65 :. 2.11: 0.23 5 '0.48: -2:65' 2.11 ..0.23' 0.45'. •2':65 '2.11':0.21 6 .0:4'5 2:65 .2.11 0:21 0:34 `2:65 ' '2.1'1 0:1'6 .. 7 :. 0.38 2:65 2.36 0:T6 .'0'.39 - 2:65 2•.3,6 0-:16 . 8 ,. 0.53: 2.65-,. 3.31 :0.20 LOAD ID. 4 r Ddad+0,6Wind-,S'uct'ion1 ': REACTIONS: --=---=--Shear(k)--______- --------------Moment(f __-------- ..Pay.- ,".Left Left . Right.. Right Left Left' MidSpan" : :-Right :. Rigii:t Su La .Mom : -Loc. .. . "LapSu Id Sup Lap. .-Lap. ,. . sup.,..': P p p .. P LExt. 0.00.• _ 0.'32 0::00. 0.09 1.11 -0:3:6 .. . . 1 . -1:42 :.. . . . 1::74 . .: :1,94-• ': '-0:36 . . " . 6.:64 9:.82 =7,32. =:10.88 2: =1:T8 . 1':57. 1..23. . 1::36. 10;88. =7:63 . . 3.96: 16,:67.'. =3::1J, '=4.67 3 -0.8T- :0.74 .: : 0.58 ': 0:71 : =4::67. 3.71 =1.13 .: : 8.14 '-2;69 -3:4:6 4 -1.1:8 1.0 1:.25 .1-;38 ': -3:46 -2.13 .3.:1-1- ll:.08 -4;25: -5:81 6- . 5. =1:29 : 1:17: 1,15.'. ' 1:27. 5;8I. -4:35 : :2:01: 12,:09. . =4::13 5.57 6. 1.39 :=:1.22 : : .1.10 1:22 5::57. 4.05'". -2.87 : :1.2.56 -2:75 41:3 :•:7. 1:0:3 . =0.91 1:32 . ,. .1;53. -4;13 2:9:7 0.:88. 9::68 :=7,32. =:10:08 : 8. ,-2:03 : =1:82: 1::63. 10:.08. -6.35 : 9':11: 18.125. _0.07` Job No. K2180"744A- ." ' Designer'. " JMH ICIRBY . .Customer 'Kings'_Commercia.1 Center. . Checker " "BUILDING . SYSTEMS' SYS ;. •. o:.a�..., . '•Address Lots. 1&2..Block:B;-.Kings •Hwy :-.'Seal'Engr.• .. eETTERsoiunokf.BMfR.BU1LDWGt,- Fort',Pierce; FL.34948. . Revision "# REkt'. =0.15. . .. 0:00 0-.07'. =0.•02 :'.; 0.50. . . 0-.00 • :STRENGTH/DEFLECTION':• Ray. �== -=Shear(k)•--:- -_ --l=Moment(f=k•}=--.- -Mom+Shr= .Deflect(iri). . Id Loa Calc- Limit -UC Loa 1' " '.Calc. Limit UC Loc. , : . .UC.: Calc :Limit LExt'. RSup 0".'32 :7.11 .0.05. RSup� . .=0.36 10.33. .0-.03 . -RSup 0-.06 0.-34- 1 RLap 1:74- 7:•11 0:24 Mid S " .6:64" 7.23 _0:92 RLap :0.75. 1,05 - 2' .. LLap: .;-.1'.57.. - -4.24. 0•.37 .. LLapi: ;-•7.63.. 8:45. 0..90 .. LLap:'0.98 . 0.71 3 LLap' .0.-74 - :3.•02 .0..25. LLap .-.3.71 7..13 .0.."52-. LLap 0-.58 0:1:7" 4 RLap 1:25: 3:.02 0:42 MidS _ _.3<11: 4:.99 0:62 •" RLag:0.73. 0..5.1 5 .. LLap:. -.1.17.. 3.02.-0...39-.. LLap .4.35.. 7.13. 0::61- .. LLap:'0.72.. 0.21 6. -LLap .-.1.22 :3.:02 .0..40-.' -MidS- 2.87 4.:99 .0..57-• LLap- 0:.70 0.45- 7 RLip 1;32.. 4. 24 0:31 RLap -7;32. 8""-'A-5 0.87 RLap":0 92-: -0..1.6 8 .. LLap 1.82.. 11;72. 0::16'.. MidS 9".11.. 9;06. 1::01 '- LLap:0.51 .. 1.67: RExt,•' LSup .0..15 11.72 ,0..01 .' LSup .0-:07 12.:95 .0..01 ; LSup 0:.00 0.-2'1 .LAP BOLT SHEAR/BEARING: :. Balt". :0.500 ..(A307) . Bay .-=---Left• Lap(k) ---=- -=-=-Right .Lap(k)----- Id " Calb- Shear.' Bear. UC Ca lb She " Bear UC 1.52 2:.65 '.. 2.80 0.:57 2 ' 1.2:9 2.."65 .2:3:6 0:.55 1:0:4 2..65 '-2.3:6 0:44 3 0.9 � 2.65 - 2.11 '0.'44 0.73• 2.65 2.11 0:34 4 0.73: .2:.65 2.11 .•0..34 1.22 2:.65 ' "2.11 .0.58 5 .1:22- 2..65 .2:11. 0.'5'8 .1:1.7 2..65 2:11 0:56 6 :. 1'..17 2:65 2.11 0:'5'6 :'0.82 2:65 :. 2:1'. 0:3,9 7 ..0.92. 2:.65 2.36".0.39 -1.09 - 2;.65 ..2.36'..0.46 8 -1:51• 2..65 :3.3:1 0-:57 :•LOAD ID 5. 'D.ead+Col16teral+0.;75Live+0:45W-ind.Pressure1 • ; • ; .. .REACTIONS; ."".. . ---_--_-- =----------- -----Shear(k)_________ ;. �� .. : • __Moment(f;-k} _�_____ Bay :. Left -Left- Right."".Right .. Left Left MidSpan E2i;ght ..'Right - .. 'Id* Sup " Lap Zap.. Sup :"; Sup- .,': Lap Mom .'Loc.. Lap Sup" LExt 0:00 0..20 - 0.'00 0.06 1::11 0,'2.2 : 1: - 0.95 " 1'..37-. =1::55. ' . .0:22.• 4 "47: 10'.15. 5:'88 '".8.71 2. . .:1.49" : :1.32 .: .-1.08 -T.18 8: 71_ " :5.99 3.51.: :16.38 ': 2.84 4:1:9 3 0 -7:6 0."65" =0::48 0:58 ' '- 4:"19 3:3.5• . .1.02 8::33 . •: :2,'27 2.90 4. 1:01 '0.90: 1�..07-.'. =1::18. 2;90: 1.77 - =2.66 1T.04. . 3 'Z5. 4.99' . .. 5 . ." ..1.11 :1.00'.. 0.97 ': -1:'08 4::99 •:3.74' :1.73'. -12.14 3:"47 4.6:9 6 1.13 1:03. 0::95 =1;05. 4:69 3.4:0" 2..37. 12::'44 ,' .. .2.53. '= 3:72 0:81: 1..09. - =1.27. . .. :3;72. ': 2.6'9 . -'0.93: 10".11. . 5::58. 7.86 . 8. "",1.61 1.43 -1."08 7.:86.. 4.92 . -:6.35 .- .1.7.66 . 0.05 RExt 0:0:9 0:00. 0 ..05 0.:01. . 0::50 ; :O.O.Q STRENGTH/DEFLEC.TION;: : - Bay . " SYiear. k --- ) -----( )--=---- --Momerit_(f=k = -Mom+Shr= . Deflect."( n)- - Id loc_ Calc"limit . -UC. Loc Calc Limit . -UC.- Loc UC .Calc,.Limit., A 217 • Job No: K2180.744A.- Designer;.•- JMH ' IRB i Cusaomer, BUILDING 'Kings Com 'merc aI Centel. C2iecker• ' SYSTEMS• Address Lots. 1&2.B1o.ck:B;..Kings Hwy •'seal"Engr. .....moo..•.... eivosoiuuoks BErra.euILDIH S . '.Fort ,Pierce; FL.34948"" Revision # LExt RSup 0:20 7.11 0:03 RSup : . .0:22. 10.33 .0:02 RSup :0'.04.: 0...23 1 ..RLap: 1.37 7.11. 0.19 RLap: 5'.88. 10.33. 0.57 • RLap:0.60. . =0..70 :. ' 2. LLap' . . •1.'32- :4.24 .0.'31 . LLap 5.,99 :8.45 .0.71 . LLap 0.77 0:67 3 LLap : . 0:65 3 02 .0:22 LLap': . 3:35 5.•68 .0:59 LLap' :0 52. 0..15 4 .. RLap: . 1'.07.. 3-.02. 0..36' RLap: .: 3-.65 '7.13. 0".51- RLapr0.62. . =0.43 5. LLap 1'.00 :3.02 .0•.33. LLap- 3:74 7 A3_ .0.52 . LLap Q.-62 . : 6 LLap' : -.1:03- 3'.02 0:34 LLap .3:40. 7.13 _0:48 LLap :0-.59.- --0.:36 - 7 .. RLap:'.'-.1.09.• -4-.24.-0..26 ..-RLap: .; 5.58. 8.24.:0..68-.•RLap:d..71, 0.07 8 , LLap .- .1.43-11..72 .0..12. MidS 6:35 12..95 .0..49 . LLap 0..40 1:18 RExt LSup : .0:09. 11.72 Ml LSup 0:05. 12'.95 0:00 LSup 0.00. 0..1.5 LAP 'BOLT. SHEAR/BEARING:; Bolt 0-:.500 . Bay.----=Lef.t_Lip(k)_--- ----'"Right tap.(k)---.-= Id :• Calc 'Shear : Bear- -'UC Cal..c 'Shear Bear " • UC ------------- �• 1.' . .- . 1:22 2..65-' 2:8:0- 0•:.96 .2 1..03- 2.65 2..36 0•,44. 0•..9.3�- 2.65 •2..36 0;39. 3 .. 0.83-.-2..65'.. 2.11.0..39 .. 0.61I.. 4 0..6.1 2..•65•' 2.-11. 0:29 1:05 2..65 . �2:1:1- 0:.50 -5 1.0.5 - 2.65 2.1.1 0.50 ; 0.9.94 2.65 2.1.1. 0-:47 6'., 0.99 -2:.65• .. 2.11 0.47 0.74 2:.65 . •2.11 •0.:35 7 .0:8:3 2..65 .2:3:6 0:85 0:8.5• 2..65 ' 2:3.6 0:.36 8 .• 1.10' 2.65 3.3.1. 0.'44 LOAD ID. 6; : Dead+Coll:a'teral+O.45Wind P:ressurel - REACTIONS:; . --=---_--Sh:ear.(k:)•___---=--Bay-'_': Left - :.•Left: Right,'. Right,' L:eft •Left • : MidSpan Right .Right Id. :.: :Sup' ..' ,Lap: Lap.. Sup .'Su L.ap' Mom. ;.�Loc.. : I;ap Sup ---- ----- ----- -- -- ----- ----- ---- --- 7. ----- ---- -- -- LExt- 0,:00 0::11•' :i: .0:00 .. 0:03• I':11". 0.12 1• 0.'48 , . -0.72 •-0.81 0::12 ' " . =2.34 . .10.15 : 3:08 ". . 4.;5:6 , ,. . :2 0:7:8 0:69 0:56. ,-0':62• 4:56 3.;14 -1.89 1:49 2:19 : 3 0:4'0 .'0'.34: -0.25,.'. =0::31 2'.19, -1:75 0.53 '8.33. 1:19 . , ..52 4 0.53 0.47 .. -0.56 -0:•62 1::52 - 'A.92`• -1.39 .- .11.04 1:91 2:6:1 5 0.5:8 0.'90 12.14 1.81 .2.45 - 0:52� =0.51 ".-0:57 : 2:61 . . 1:96 6. 0:S9 . 0'.54: 0'.49.' =0::55. .2:45= 1:78 1'.24: 12'.44. 133. ' .l.-95' •7. . ,0.-48' - :0.43. =0.57 -0.66 1:95. ,.1.41' . =:0.49 .: :10.11 2.'92 4:12 8 0.8:4 0.75 0':56 ': 4.12 2.5.7 .'=3..32. 1T.66 0:02 . RExt. 0.-05 0.':00. 0:02. 0.01'. . 0.50. . .0.00 ' -STRENGTH/DEFLECTION: Bay. ---==--Shear:(•k)==--- .____Moment(:f-k).. Deflect(in) . Id. Loc Calc 'Limit UC. Loc . Calc 'Limit' . �.UC. Loc UC `Cale. Limit. LExt. RSu 0..11 : 7.11 .0;01. ''RSup; : 0.12 :10:33 .0.01. RSup,.0.02 :0'.12' 1. .'RLap. 0:.72 . ..7..11 0::1"0. ."RLap. 3::08 10.33 0::30. 'RLap. 0:3:1 . =0.:37. : . 2 LLap: 0.'69 4:2:4 0.16 . LLap: 3".14 8.4:5 0.37. LLap: '0.40 : 0:35: 3: LLap : : 0.34 3:02 :0;11: LLap-,. -1.75 5:68. '0...31. ILa 0.27' : :0.08 21"8 K .. Job No: K2180744A• Designer . JMH•" r IRBY.. Customer Kin s'.Commerc al Center, " Checker. BUILDING SYSTEMS" 9. «..ee:.�... :B_ Kings Hwy :•.`Seal Engr. Address' Lots. 1&2..Block ., Si"ENSOWTIOks.eerrEx.BU1L0iNGi. Portl� _Pier.ce';.. FL.34948. 'Rev1silon.'4. 4". RLap' . .=0'.'56 :"3.02. .0-.19'. RLap:. .'-1.:91 :7.13. .0.27'. RLap: 0.- 3 0.:2.3 '5 LLap' ' -.0;52 3.02 .0.17 LLap : _ 1:96 7.':13. .0:27 LLap: :0.32., 0...10' 6 LLap 0-.54 3.02 0.18' ZLa 1.Z8 7.13. 0..25 LLap 0 31, - 0..19 :7 . RLap . .-0,.'57 4.24 0.I3". RLap 2.'92 8.24..0-.35. -RLap 0:37 0.'04 8 LLap 0:75 11.72 .0:06 MidS ; 3t32 12.-95 0:26 LLap ;0:21. 0..62' RExt , LSup .0-.05 .11-.72_-0.00 -• LSup: . 0'.02.• '12:95."0..00 LSup:'0.00 0.08 . LAP:'BOLT .SHEAA/BEARING: . . -Bolt .='0-.500 (A307). Bay Id CalcLShearapBea"reft �--UC Ca1tRight_Lap.(k.)=---�., . . 'Shear'. Bear:. UC . 1 . 0..6.4• 2:65 2..8.0 0.:�4 2 .. 0.54 . 2:.65 ..2.36:0.23 0.49: _ 2..65 '.. 2.36:0.21 3 ' ..0;4:4 2..65: 2..1.1 0.'21 ...0-.32 2..65".' 2..1:1 0:.15 4 0..32• " 2:65 2.-1.1 0.15. 0..55 " 2:65 2..1.1 0•;26. 5 .. 0.55 2:.65 . 2.11 .0.26 0.52 : 2.65 .. 2.11 -0.24 =.. 6 0:52 2..65" 2:1:1 0.'24 0:3:9 2..65 2:1'l. 0:18 _ 7 0.4.3 ' 2.65 :"2.3.6 '0:18 0.4.4 2.65 :• 2.3.6 0.1'9 8 .. 0.62 .. .2.65 .. •3.31 .0.23 LOAD I:D 7.. Dead+:Collatera1+0:.75Li e+0.-45Wind.. Sucton:l REACTIONS .. --=----=-Shear(k) :---=.-- ----.---=----Moment(f ---------- Bay.' . :.Left Left Right..' Right L.eft ' . .Le�t MidSpan Right :. Right Sp Lap Lap. up .. .'Su Lap od Lap- _ -' Sup . .Id L LExt .0.-00 0.11 A. -0.03 . 1.11 0:12 .. 1 0:46 0:40 .': 0':43 .. -0.'12 :. 2:03 9:90 -1::61 -2.41 2 - -0;35 0'.31' 0:21'.'- 0'24 ,_2.41 -1.77 "A'.66 17.53. =0:47 3 :'-0.;15 0.13 : 0.12.. : 0:14 =0.;74 -0.57 0.17 . 7.57 --0:53 -0:68 _4 -0:22 =0.20 0:23 .". 0'.26 .,' i-0.68 0:43 "0.57 11:20 . .-0::78 ',. -1.07 5 -0;24 0'.22: '0:22. 0:24 1,07: -0:80 0'.37 1I.97. =0:81 -1.08 6.".-0.26' 0.23 . 0.20 0:22 1.'08 ' .0.79' ':0.59'. 12.92 -0.39 -0.64 -7 -0. 0.1'4. 0::27 . , 0.:31 ' 0.64 -0:4:5 "' :'0.06 8::39 . .-1:81 --2:37 8 0:46 0'.42. 0 '51 2.37. "-1;52 2.67: 18'.99. 0.02 0.00 0::02.RExt .-0.05 -WO.01 : 0,50 0;0.0 ,. .. .'STRENGT.H/DEFLECTION::- Ba -=Shear(k)=----_-. ---=-Moment(f-k)'-=-=--. Mom+Shr_ . Deflect. in :'Id . Loc . Cala. Limit UC . Loc':, • Calc'.'Limi:t UC . Loc -UC • .'Cale: Limit LExt. .'FtSup. 0::11 ,'.:7.11 0::02. .ItSup. 0::12 .'10.33 0::01. .EtSup 0:02 0.:11 1 .'LSup: 0"..46.-. 711 0.06 . MidS: -2..03.'. 7.2-3 0,28 RLap: 0.17 : -_ 0.33: 2. LLap.: :-0..31 4:24 :0;07: LLap; :-1.77 ': 8:45 :0,21: ZLap-:0.22 :0.09 .: : 3. ."LLap. 0:.13 3.02' 0::04. .LLap. 0:.57 7.13 0:D'8. LLap. 0.0:9 0..0.3 4 . RLap 0.23. . 3:02 0:08 .'M dS: -.57 '. 4:9:9 0;11 RLap: 0.13 : 0.09: 5. "RLap.: : 0.22 3:02 .0;07. 'RLap,: :-0.81 ': 7.13 :0;11. 'RLap,:0.13 0.04 '6. ,LLa�i. ' -0::'23 ' -3.02 '0..08. .'MidS. 0::59 4.99 0::12. .'LLap. 0:1:4" :Q..10. 7. .'RLap: ' 0.27. 4:2:4' 0:06 RLap:•' -1".:81, . 8.45 0:2T " 'RLap: -0:22 =0:'07:= 8. RSu p.: 0.51 ':11:72 :0:04. 'MidS * : 2.67 9:06 :0;29. 'LT,ap;0.12''. 0.4T .: Job No. K2180799A Designer'.- : JM& . .� KIRBY• customer "Kings.Commercial Center.. Checker.' ... BUILDING SYSTEMS Address' .Lots. 1&2..Block:B Kin s HW. 9 Y Seal"'Engr. e¢nEAOLUTIOS.sEnMOUILDWS1.. Fort .Pier.ce; 'F 34948. ReviSioa REkt. LSup' ,.-0'.'05 -11.•72. .0,00 . LSu I .-0'.'02 12.-95..0.00'. LSup' 0:00 0.0•6 LAP' BOLT ,SHEAR/BEARING: :. : . Bolt' =:0.800 -(A307)' ; Bay .__-=-Lef.t' Lap.(k)___--=-. '--"-Right (.k)__-- 'Id. Calc, Shear, Bear, UC Calc Shear-. Bear UC 1 0.34�: 2:•.65' ..2.80 :0.13 . 2 0;2.9 2..-65- 2;3•6 0..12 0;1:6 2..65. 2.3:6 0.07 3 0,1.5� 2:65 - 2..1.1 "0.07. : 0,14 2:65 2.1.1 0:07. 4 .. 0.14 :- 2:-.65• .. 2.11 :-0.:07 0.22 : . 2'.65 ..2.11 :Q.11 5. -0;22 .2..65-. 2;1:1 0..11 0;23 2..65. 2;1:1 0.11 6 0..2.3• 2:65 2,1.1. 0:11. 0,13 " 2:65 2,1.1 0,06. 7 '.. 0.14 : . 2'..65 ..-2.36 :0.:06 ;'.."0.2 6: . 2:.65 ..2.36:0.:11 8 . 0;3:6 2..65". 3;3.1, 0..13 :LOAD .ID 8 :, Dread+.Collateral+0..45Wind Suctionl • :. REACTI.ONS:' . .. . : ---=--=.-=Shear(:k)-=.---=--- -=-=-------=Moment(f: . -k)=.-=-=----:---=.-- Bay Left Left Right ":Ri:ght , Left :• Left M dSpan Right Right = : Id . Sup. Lap Lap: Sup : Sup.'_ • Lap,. Mom Loc;. .Lap Sup LExt 0:00 :0:.20 .. 0.00 -0:0:6 1:11. : 0.23 1 '.. -0-:90 1:05:. 1_.17 0::23 .. 4.16 " 9:75;. -4..41 6.:56 2 '.-1.06' 0.94 . 0.73.. 0.80 -6.,b6 .-4.:62 '.. 2.33: 1;6.74..' -1.83 3 0 5:1 '0.4:4 0.35 0:42 _ --2.74 -2:1-7 0..66 8.09 l..61 ..'=2:06 . . . : :"- : - 4 '.. 0:70 :-0.63 , 0:74;. 0..82 2'.'06:..-1.27 :• 1.84 11":09: -2..52 5 ' :-0.;77' 0.65' 0.68..' 0:76 3..44 2.:58 1.19 . 12.08.. -2:46 -3:32 :6 -0;8:0 0:7;2 0::65 0::72 .. -3:32 -_-2.4:1 "1.T2 12::59 . :-1:.60 ., =2.41 7 ..-0;61 :=0".53: 0:79: 0.'92 2:.41 ..-1:T4 " ' 49: 9:57,. 4.;46 6.:12' .. 8 :'-1.;23 •',=:1.11 • 1:'03 ;..;-6.'l2 -3.86' '.,':5.67'. •18-.34.,': 0:05 : RExt -0.....O:g 0;:00 0: I 0:50 '0.,o0 : STRENGTH/DEFLECTION: " Bay Shear-(k)---_=-- ;. Moment;.(f=k)_-_==- .. -Mom+Shr_ Deflect(in)" ; Id _Loc. Limi.• Calc._ t UC Loc. , Calc. Limit UC:.'Loc.".• UC :., Ca1c.•Limit . . LExt . RSup: 0'.20. 7.:1:1 0:03 ;'RSup:- _0.'23;. 10.33 0:02• ;. RSup 0:0'4 0:21: ; 1 '.RLap.• • 1,05 : .7.. .0:15. 'MidS .- 4.16. :"7:23 •0;:57• :RLap.•0.,45 0.66 : 2 'LLap. 0:.94 . .•4.24' 0:22.. ,'LLap. 4:.62 . .:9.45 0:55 :LLap. 0.5:9' '•0.Al." '. . 3 . LLap: 0..44 3:02 0.15 -.�LLap: =2*.•17. . 7:13 0:30 .'LLap: .0:3'4 . 0':10: 4. .RLap.. 0.74 ': 3:02 •0..25. 'MidS', . ;1.94 4:99 .0;:37. "RLap:0.;43 :0.30 : 5 ."LLap- -0::69 . ..3.02 023. .Ltap. 2:.58 . ..7.�13'-0:36 ."LLap. 0.43 0.•12. - - 6 LLap: 0'.72:. . 3:02 0:24 . MidS: 1'.72-" 4.9:9 0.14 "LLap: 0:41 . 0:27: . . 7- 'Rtap.' 0.79 4.24 .0;19. 'RLap., .-4.46 '8:45 .0:53: RLap..0..56 :0.10 .: : 8- :LLap -1.:11 .11.72 0':0.9. :MidS 5::67 ,Y..9.06" 0::63. :ILap. 0:3:1 1..04. RExt :.LSup: 0.09.'11:72' O;Q1 .,LSup: 0",-05,"12:95 0:00 "'LSup: 0.00 , "0':13 : LAP. BOLT :SHEAR/BEARING; Bolt = 0:5:00. (A30.7) . . . . . . •Job' No. K2180749A. Designer'. JMH KIRBY.. customer 'Kings Commercial Center.-. Checker - " 'BUILDING. SYSTEMS Addiess .Lot's. 1&2..B1o.ck:B;..Kirigs Hwy: . Seal"Engr. .»..�o..a._. eEneAsoutnoks eerrEe.evaninci. :Fort- Pierce; FL.34948 #tevision '# Bay Left 'Lap(k)-_____ '.-==- Right_Lap:(k)_- Id Calc' ,Shear Bea"r' . . UC.: Ca16 :Shear Bear' . . UC.: 77 l . 0.:92' .2-.'65 . 2:80 0..35 2 0..78- 2:65 : 2..36"'0".33. 0..61 ' 2.65 2.,36 -0.26. 3' .. 0.54 : .'2-.65 -2.11 :0.26 .. '0.43 :". 2.65 - 2.11 :-0.21 4'. 0:4•3' .2..'65' •2.:1.1. 0.21 0;73 2.65. 2.1.1 0.34 :'5 0..73 2:65 2..1"1--0-.34.- 0..7.0 2:65 :' 2..11'"0.33. 6' .. 0.70:'. 2:.65 2.11 :0.33 0.48 :. 2:.65 .. 2.11 :0.23 . .. 7 . 0;5.4 2..65. 2;3.6 0.23 0;66 2..65 . 2;3.6 0.28 8 0.92 2:65 3.3.1 0 35 LOAD ID:. 9: .0..•6De'ad+0..6Wind Press' rel.. - _�. REACTIONS:.- ----Shear'(.:k- ) .• . . - ---- -. -:---- - -'Moment(f-k)-.•-------- Bay Right--' . .-. ----- Left, :• Left Right:- Right.' . Left' Left. MidSpan.: Right"-' .Right -Id Sup -Lap:-, Lap.. .Sup Sup', - : ..Lap Mom; Loc.. Zap Sup LExt .." 0-:00 . : 0-08 •0:.00''.. 0.02' 1:11: -0.:09 1 0.:38 : .0.57.. -0.64 :• 0..09''• 1.86. 1.0.15.. 2.44 3":.62 2 0:.62 0:5:5 -.0:45 :-0:.49''.. 3.62 2i4'9 1:4:6' 1.6:38 1:.18 .. '1":74 3 .. O. 0.27 0:20: " -0,.24 1:.74 '.. 1:39 0.42' "8:33: 0..94""" :1.20 32 4 :0.:42 0.37 : 0.45.. " -0.49 1.,20 . .0.73 '.-l.11 _ 1:1.04.. 1.51 2":.0.7 .5 0:46 0:4:1 0:40. :-0:.45 _ 2.07 1:.55 -0.72' ,12':14 1:.44 .. 1:95 . . 6 .. 0:47 0.43 0:39: 0.,44 1:.95 .. 1:41 -0.9.8 12.44:. 1.1 05 ' . 1.:54 7 . .0.38 0.34 0.45.. --0:53 1..54• . .1.:12 0.35 1:0.11.. 2.32 3:26 8 0:6.7 :'0:59 0'.45 .. 3.26 2.04 2:6:3 17.66: : 0:0'2 RExt .. 0:04 0.:00. , .. .0::02•'.,': 0.00 " 0:50:. 0.00 STRENGTH/DEFLECTION: Bay =---=-- --_--Moment..(:f-k)---:=-= Mom-'Sh.r-' •Deflect(.in) .. Id ."Loc. C"alC.Limit UC " Ca1c.Limit UC .Zoe. -QC :Cal•c Limit LExt'..•RSup, •-0-.08.:: 7:T1 •0'.01 _. RSup l,l• 0.09„ .10:33 0:;01".. LSup:-0.;00' ':0 09'. •1 .'RLap• 0:57 . .7.11' 0.'08-".RLap; 2:.44 .10.33 0..24•" .RLap 0:25 0.•2;9 2 :.'LLap 0.55; 4:24 0:13 :.'LLap:j 2.49:. 8:45 0:29 . LLap: '0.32 - =0':28 . . 3 .. LLap. 0.27 3:02 0,.09 _,'LLap t 1.39. ' 5;6'8 0::24'.,'LLap:0.21' 0.06.• " 4 RLap• 0:45. :3.02- 0-.:=15 .'RLap: 1:51 . .7..13 0.;21. .RLap 0.26 0.18 5 :. LLa p 0".41'. . 3:02 0:14 .'LLap 1.55: 7:13 0.22 :.�LLap -'0:2'6 - 0.08: 6. .LLap.. 0.43 3;02 "0:14. ":LLap,. 1.41 7:13 0:.20 ., LLap:0.24 . =0.15', .. 7. .RLap. G.45 : ..4.24 0::11. .RLap. 2::32 ..8.24 0:2$ 'Lap 0.29' .' ."0._03. 8 p 0..59. 11:72 0:05 :.�MidS: =2:63:. 129:5 0:20 :. LLap: 0.17 -'0.49 ;. LLa RExt. LSup.• • 0.04 ':11:72 .0.00: ':LSup. 0.02 :12.95 '0..00. 'LSup:0'.00 0.06. .LAP..BOLT SHEAR/1MRING i. Bolt. _: :0:500 .(A307:) B,ay =-=-=Left_Lap.(k)__--=- "Right 'Lap(k):---== Id. 'Calc,Shear. 'Bear: : UC' : ':Cale.:Shear: "Bear,: : UC l 0,:51: ; '2:65 2:80: •0:1,9 2. :0.43 .: :2'.65.- 2'.3 6..0.18 0".39; :2;65.• ..2.36,:0.16: , K .. .. �IRBY•. J ob-No. K2180744A. � �:: � Designer � JMH BUILDING . Customer 'Kings Commercial. Center Checker. SYSTEMS Address" .Lot-s 1&2..B1o.ck:B;-.Kings Hwy Seal"Engr. BMEAUo Unoks BET eE a ILDiNCi. Tort Pierce'; FL.34948 Revision "# '3,. •0.,35 . .2..,65. 2..1.1" 0'.16 0.:25 . .2,'65". "2..11' 0'.12 0...25 ' . .65 2..11�,0.12.. 0,..44 . .2:65 2...11 .0.21.. 5 . 0..44 : 2..65 ..2..11 :0.21, . 0..91 :..2.65 .. 2.,11 :0.19, 6 . 0.41 ..2•.'65'. 2.1-1 0'.19 0..3� , .2-.65. 2..1.1 0'..15 .7 0..34 ;69 2..16-0.15.: 0..35- 2:65 2..36 ;0.15., 8 .. 0.49:."2.65' - 3.31 :'0.18 : LOAD._ID 10. :: .0:6Dead+MWind."Suctionl'. - f -. -. REACTI-ONS i _-=------Shear(k)------.-=-: :----- ------Moment(f-k)--------------:-- Bay, :Left. .- Left:.'Right._-Right Left: :Left MidSpan . Right : Right Id Sup :-Lap I;ap Sup-_ Sup Lap :-Moir Loc Lap- .-• Sup.; LExt. • :0.:00 .' 0.33 0..'00: : -0.09 : . -1.11.. - 0.36 l 1-A-6 1:79 •21.00 .. -0.36 •6:8:1- 9::82 7:.54 .-11:21 2 .. =1-:84 -1.62 1:27: 1..40 -11;.21 .. =7.86 ; 4.1.0 16:66. 3..24 4.83 3 , ..-0.:90 0.77 :0.60.. 0.73 4..83 ' -3..84 1.I6 .8.15.. - -2.78 3:.5-7 A -1:22 -1.09 1:29 1'.43 .. -3.57 2:19 3:2.1- 1.1.08 • 4;:39 '.. =6.00 5 '. =1-.'3 4 -1.2.0 -J 1.8: 1..31 6:.00'.. =4":49 : 2.0.7 ' 12..10:• 4..27 -5..75 6 ' -1.:39 1.26. :1.11 � 1.26 5..75 -4.:18 .2.96 12-.56.. - 2.85 -4:27 7 -1:07 0.9:4 1:37 • 1'.58 .. -4.27 3:.08 :0.92 9;69 • 7:.53"'.-10.38 8 .. =2:09 1.8.8: 1..67 ' .-10:.38 .. =6:54 9.3.5 ' 18:24:. -0.07 RExt -0.:15 0.00 -0..07. -- :-0.02 . :0 0:.50.. .00 STAENG.TH/DEFLECTION: hear(k) .Bay - Mom+Shr- "'Deflect (in) Id ; Loc., 'Calc:. Limit UG :. Loc,. 'Ca1c.. Limit :UC ; Loe_ UC .'Calc Limit L.Ext RSu 33 7. 1' 0•;05RSu =0;36 0. 04 RSup 0:0:6 0.3:5p 1 RLap 1.79; 7-:.11 0:25 :. MidS i- ",6':81:. - 7:23 0:94 :. RLap -0.77 ; 1.08 2 „ LLap. "-1.62.::"4.24 0:38 .. LLap 7.86 8.45 0::93 .. LLap:1.01' =.."0.73': 3• :LLap. 0:.77 :,3.92' 01;:25 .'LLap l .-3:.84' .' .7..13 0.;:54 .'LLap 0:6'0 0.18 4 ;'RLap 1:29;. 3:02 0:43 :. MidS, 3':21. 4:9-9 0:64 .. RLap 0.TS -A".52 • p. -I,20_: 3;02 0::40=..'LLap: -:4.49..' 7.13 -0::63 ., :LLap:0.75 .:0.22': - .6.. :LLap. 26: .3..02' 0.;42 .MidS- Z.96 . .4.99' 0.;:59 'LLap" 0:72 0.4.6 7 .."RLap -1'.37; 4;24 0.32 ..'RLap` =T:53.. 8.4:5 0.8 9 :. RLap 0:95 - .=0:16 8 ,. LLap: 1.88_:11;72 0'.16,."'MidS. - 9.35 9.0'6 1.:03 ., LLap_0..53 .1.72.. RExt .LSup 0::15."11.72 0,;'01 .ZSup 0::07 .12.95 0.::0'1• .'LSup• 0;0"0 0.:22. :LAP. BOLT SHEAR-/BEARTNGc : : Bolt. =,:0.-500"..(A307') Bay. :,_--:Left. La : k ---=- _--"-.:Right' La .k ..---=-.• -:Id. Calc. Shear. :Bear• UC - Calc. Shear. 'Bear. UC 1 . 1.57 ; :2;65. '2'.80 .0.59 2. 1.:33. 2:�65. 2.36. 0:5:6 1.:07. 2::65. 2.:36 0:45 - 3 .-0":96: = 2.65 2.11: '0.45 : . 0.75: 2.65 2':11:-0.36 4. :0'.75 : :2:65. '2.11 0.36' . 1'.26 : :2.65: '2'.11 .0.60 " '5., 1.:26. '-2::65. 2.:11. 0.6:0 "1.:2.1. '2.:65.- -2.Ai:. 0:5.7 .6 1:21: 2:65 2':11: '0:57. : 0:85 ' 2:65 2:11: 0.40 7. ff.95,: :2;65. '2.36,:0.40, :1.12 , :2.65.• 2-.36 :0.47.. . . Job No. K2180744A• Designer . .JMH• KIRBY.: Customer Kings'.Comme"rc al Center, . Checker BUILDING SYSTEMS Address Lots. 1&2..Blo.ck:B.,-Kings Hwy:.. seal"Engr. BiTHR.S61:WTIOS.BMtP BUILDINGS. . :Fort .Pie.rce FL.34998 Revision # 8 1.:56' .2.'65'. •3.:31 0 59 :DEFLECTION: :. . :LOAD .I-D 11 :. Dead+Collateral+Live' .Bay Offset'.' Deflect-.(i Id' .. '(ft): Cald .Limit'. Ratio*. LExt 0..00. :0.20 . .. 1 .. 13:58 0-:.62 .'2:17:• 0..29.' ... '2 1,4:.69 .. =0•:60. 2•.35.. 0.25 3 7..38. 0.:14 . '.1:18 :. 0:.12 .. 4 '.. 12.00 0-:.39 -.1:92: 0..20 5 . :12:.00 .. =0-.16 1.92.. 0.09 .6 12..00 ' -0.32 1:92 0'.1 7 .. 12.00 0:.06 1:92' 0..03. . ,. . 8 14..75 .. =1-:05 2.36.. 0.45 :• . RExt 1_00 -0-13 LOAD ID:12. Dead+Collateral - - - Bay. .. Of f set Deflect(in) . . ' . :. ld, (:ft).-.. Calc Limit.. 'Ratio LExt 0.00 . 1 ,13'.58 . -0:18 2.17.. 0:08 .2 14.,69 " -0.17 2:35 0::07 3 _ 7:38 0-04 '1.18' 0..03. A.' :iZ.00-.. -0-:11 1-.92.. 0:06 5 12.,00 .-0.:05 1.92 .' : 0::02 6 12:00 0:09 '1:92.' 0.,05. 7 . ...12:00 .. 0:02 1.92.: 0.01 i.., 8 14.'75 0.30' 2.36. .: :0::13 _:I RExt 1:00 0•:04 LOAD -ID. 13 Live Bay , .Offset•..'Deflect.(in).. Id (ft) . :,Ca,1c Limit. .Ratio. 1 13:'58 0.-44 _ 2:17 0:20: ' . . ,'. 2.• : •14:69 -0:4:3 . 2.:35. 0::1'8.• 3. ,'; J..38. 0.10 -1.18 " 0:08 r 4 12::00.. 0.28. .1.92 .. : '0.14. 5-. 12.00 -O.1-2 . 1.:92. . 0::06.. 6. 12,00. =0:23 : 1.92 0.12 7 12::00. .. :0.04 . 1::92 0:02 8: : '14.75 -0.7:5 . 2'.:36 0:32.• ..: RExt. .. : :1:00. :LOAD 'ID 14 Dead+0::3Wind Press:urel; : -' A 223 ' :K . = Job* No. K2180744A: Designer JMH•' 1RBY• customer Kings Corrimercal Center. . Checker. ,.. BUILDING. .. SYSTEMS Addiess .Lots. 1&2..Block:B"..Kings Hwy : . Seal'Engr. .....ae..d... MER OLUTIORS.SMER.BUILDING$ ; :Fort ,Pierce; "FL.34948,'. Revision # .. -------------------------------------------- Bay Offset'. Deflect(in) Id . .'(ft): Calc .Limit ' Ratio LExt .0•.00. :0.06 . .. 1 13:58 :. -,0-.19 •'.2:17. 0..09 '2. 1-4.6.9' . :0'.18.. 2.35 0:08. :-3 7.:38'. :0.04 . 1:18 :.:0.04 •. ; . . 4 .. 12:00 0'..12 .1:92. 0..06 5 . :12.00 -- 0.05., :1-.92.. 0:03 .6 1Z.00'. -0.:10 .1.'92 • :.-0..05 .. 7 .. .12:00 0..02 .1:92: .0-01 8 :14..75 .. 0-:33. 2.36.. 0:14 RExt l..00 ' 0.:04 LOAD ID_15: .D.ead+0:3Wind-'Suctionl:• Bay- .. Offset Deflect(in): -.. Id. (:ft), .. Calc. Limit.." 'Ratio :• . LExt 0.00 0:.10 2.17..• 0.14 2 14.,69 '- 0.26 2:35 . .. 0:.11: ." 3- .. - - 7.38 :- -0:.06 •'1":18:. 0..05 4 ,' . _-12'.00- ."- '0-:17 " :1.92.. - 0.09 5 12.,00-'. :0.'07 1:92 0'.04 6 .. ,12.00 0':1-'5 1:92' 0.,08. . .. . 7 :12.00 .. -0:04 1,92.. 0.02 .8 - 14..75 ' .' .0.52' "2:36. .. .0:.22 .. RExt .. 1.00 -0:06 .. K21807:44A .. In,-Plane Roof Force. I0/ ;4/21..'11:17am;. Win (k) .= Desi•gn load in' the pl'ane:. of the" 1 urlln' web Wout(k.) Design load'in the plane.. of.,the purlin flange P1;.' (kJ 'Force in.. plane "of roof per anti=roll:clip" .PURLIN ROLL:FORCES:: Surf L;ine.'Lbad -Roof Load-= Id • .,id.- Id. .. . Win Wout-. Pl : 2 .'.:1 1 ':• . 13.44• 1:.12 . 0.14 ': 1 26'.06: 2..17.'. -0::07 ': .3. .' : .1.' ' . 2:0.34 . 1.69 ': A'.07 . . 2 4 1 .-17..86. 1::49 0.13. .2 . 5.. 1 22.12: 1'..84. - 0::'21 .. 2. '6 1. . 22.12',- : -1.8 4 0.:21. . 2 7 . - � 1 : : ..22..12. 1::84 "": : 0.11 .. 2 8.. .: 1 .. : . 24".66: .-2".:05 0:.23.. : 2. 9_. ..: :1. :1:4'.52' 1.21 " ' -0.27 3 1 1 13.A4. -1:.12 ": -0.19 3 : 2. 1.*" 26":06: -2".:I7 -0::'07 ' 3. 3.. , ,: :1. - 2:0.34": :-1.69': 0,.07, Job No K2180744A:• K Designer JMH IRBY.. Cus:tomer Kings'.Cormerc a1 Center. .' . Cfiecker • BUILDING SYSTEMS ' Address- Lots. 1&2..BloCk:B'_.Kinqs Hwy Seal-Engr. ae Eesoiuriokiser O.BUnoixcs:: : Fort er.ce; RL.34998. . Revision #" 3 A .1•'. . .17._86". .-1A9" 0.13.. .3. 5' '. 1 ' 22...12' . .=1:'84 ". . 0.*21 :' ' 3 6'. " : .;1 22..12 :-1.84 . . .021 - 3 :7 1- . ..22.:12 .-1.89 0.11" . . . 3 : 8- _1 24,..6.6' =2:05 0.23" 3 9. 'STANDARD .CONNECTION: -Surf .Line" Roll" Force/Connection. Id Id No'... Attachment Id. Thick Cale Limit:._ UC 2 'RIT. :12:- Weld -clip : @951 0;.220.. 0:32 0..2.8 3 'RF: 12.. Weld:-clip @"951: 0..220 ' 0:•.32 '.. 0.28 :1.:16 :REQUIRED ANTI-ROLL.. CONNECT.IONc.-" Surf,' Roll:• " For ce/.Conrieet ion :. Attachment" Id Thick.. Calc-•'Limi:t UC .. 2 RF: 1.. Gusset :clip.. '@952:•1 0-220 �-0:,27"'.. 0.97 .-0.28 RF. 1:Gusset .clip @952.. 0.220: 0..27 0;97" 0:28 PURLIN. ANTI-ROLL •LOCAT.ION: .Surf Line- No. Id Id Purlih P:' rlin 'Location - 2 RF. . 3 RF. 1 ' . . 2 "PANEL-SHEAR/DIAPHRAGMS' Surf.11ne;. Panel Shear Deflection - 1d Id'.. Calc Limit- Cal" Limit 2. RF. 7:2-" ."90.0- " '0.00' : : 0 1 00 .3 RF. T:2 ;.'90.'0 0:0 0- 0-:00 K2;T8074'4A ' Purlin;(Extenson= :T, ' Roof)' - _ 10/" 4'/21 ."11::17am..'' ------------------- EAVE- EXTENSION ROOF"PURLIN Wall Id : 2 Extension :Id."=.: :1. . :Bay Start . .� •. 1. ' • •" Bay End 8 Extension'.Wid=.: :5..00: LAYOUT:: : . Available. Design .-Reduction: Bay. : Length : -Lap:(•�ft)..__ Load' 'No. . No:. 'Unit '.Total Factor .. ; Job No, K2180744A Designer JMH KIRBY customer 'Kings Commercial Center.. Checker.' SYSTEMS B;..Kings Hwy: .'Seal'Engr .. Address• Lots. 1&2..Blocic ,,BETTERULUTIDHS.BETTER BUILDINCt - Fo de; F .34948, Revision # rt�,Pier L -'Id'. Part . . (fwt). . Left :'Right - Width.' Strap : .Row:' Weight _.Weight Out- -1 95Z099 26.70.. : 1;.67 :• 0.. 2 150•.7_ . ..301:4., 0:00•- 0._50 2'. 95Z105- .. " 28.46, .' 1.67.: "' 0 . .. •2. 170. 3 . . 34;0:6 .' 0-.:00-0._5.0 :3 95Z067-. " :'.. 13.8-3 :1.67 0 2 52:8.: 105.7 '.0:00 0..50 4 95ZO75 23.08.: 1.67 :. 0; 2 98.:7 197:4. 0.00. 0.50 :. . -5 . 95ZO75 .. 23..08 1.67. .. .0- ' 2.; 98,7 197:4 .' 0.00 0:50 . . :6 95Z075. " : .: 23.08 :1..67 0 2 98:7.: 197•.-4 0:00_" 0,50 . 7 .. 95Z075 23,.'08.. 1..67 0; 2 .....98:.7 197:4. :0.00.. 0.50 8 . 95Z067 .. .18.29 1-:67•• 0.. 2. 69.9 139;.7 . .0:00 0.50 '� :.• - Total(lb) . 1:67 6 8 - Purin:'DL 2..79 .(psf) LOAD 215.:. 1: .D.ead+Live:. REACTTONS:; -=----Shear'(k):-=----=- -=--------=. =-=Moment(f.-k)=-------=.----- Bay .. Left : Left_ Right". " Right". : Left-.. Left, MidSpan. Right •' Right . . Id'' • Sup -Lap Lap.. .,'Sup Sup-.' Lap . Mom: Lod..- 'Lap Sup . 1 .. 0:51 . 0.."51 0:.00 .. -3.41 13:35: 0.:00:. • . -0.54 0..00 ' 3.87: 1:4.23.. 0:00 ,3 0:26 0:.26 0.00 -0;9:1 6:92 0.00 . 4, 0A4 0..44., .. 0:.00 .. -2.5.5 T1:54: 0.:00 5 0.44 -0.44 0.,00 : •-2.55 . 11:54.. 0:00 6 . . O.;qq 0::44 .. 0:00 2:5:5 1.J .54 . .. . 0.•0.0 7- 0w:44 0.44 . , .0:.00 '. -2.55 11:54; 0.00 .8.' .. 0.35 . -0:35 0:00 -1.60 9.15... . . "0.100 STRENGTH/DEFLECTION: Bay•' - ---=Shear(•k)=-==•--- .,--:= Moment(f-k:)-==. Mom+Shr� •-Deflect(in) • . Id :. Loc..' Calc_.'Limit .C7G Loc.. ; Calc.. Limit w.UC :. LoC.. UC 'Calc--Limit 1 .RSup -0:.51 '.9.81" 0.;05 ' .'MidS =3::41 .11.96 0. 28 :LSup 0;0"0 =0.67 2 ;. LSup O'.54:.'11:7:2 0:05 ;. MidS =3.87:. 12:9:5 0:30 LSup .0.00 :=0:82 .. 3. „'LSup, 0.26.. : 3.02 0.09'.•'MidS 0.91 •7:13 0::13 LSup 0.:00 =0.07 , 4.. .RSup 0:.44 . A.24' 0.::10 :MidS- 2:.55 . .9A5' 0.:30- :LSup 0:0'0 0A9 .5 :. RSup 0.44 4;24 0:10 .. MidS =2.55:. 8:45 0:30 ; LSup: 0,00 0.49: . . . : 6. .LSup.. : 0.44 4:24 .0:10: 'MidS.. � 2.55 ': "8:4'5 0:30 _ .LSup.0.00' • =0.49.- 7. ZSup. 0::94 . ..4.24 0;:10. .'MidS. 2::55 . ,'8.45''0_':3�0 .Z5up. 0:0:0 0._49- 8 ''LSup 0.35. 3.02 0:12 .'MidS: 1.'60. • 7:1:3 0:22 . LSup: 0:00 0":22: SUPPORT..CONNECT.ION: . . Bolt _ . -==Bolt :Cap aci:ty.(k.):___ -Bay Bolt: 'Shear . Rear, . Max: Id.' ': Row•: . Calc'Limit .Limit': UC I 2 0,.2 6. . 2:6:5 ."3.:12", 0,.-1 O: 2 ': 2 .0.27 2:65 -3.31 ':0.10 .. �A 22 6 . • . . KI RBY•..• _J .. .. • ob No: K2180744A: Designer JMH•' B Ce a cker .. . . UILDING Customer •Kings'.Commercia' nt r.." Chef S.YSIEMS '.Addiess .Lots. 1&2..B1ock:B' Ki>i s Hwy Seal En r. .....�e:.d.., ,.. 9 y : g iMR0iU710k6.6ERER:RUILO GS.. Tort'.Plerc'e'i RL.34948.'. Revision # 3 2- ' . . 0.'l3 - :2.•65, . 2.;11"0.:06 . 4 0 9'. . Z. '.0:22 2.65 .2:36" 0 5 .. 2 0.22• ' 2.65. 2.36- 0..09: .. 6 " : ..2 0,2.2 :2.65 2".36 ..0..0.9 7 2• : . .0:22• 2.65 -'.2:36. 0...09 . . 8 .. 2 :.: 0.17 2":65.: 2-.11.. 0.08 : . . . 'LOAD..I:D 2.. :; .Dead REACTIONS t.. =--------S -- ------ --- ---------- . hear(k) . .. Moment(f-k)-----.-=-=- Bay :Le:ft .. Left. .-kig4t, - ,Right Left-." :Left . .." MidSpan . _ Right Right Id Sup :Lap- .. Lap Sup _ Sup Lap Mom ..Loc Lap .. . " Sup,: ..1 . :0.:07 -0.07 0..00 -0.45 : . 13.35.. 0:.00 ;•2 0":.0.7 0:,07• . 0.00 0;5:1, 1.4-.23 0.0.0 3 .. 0-:03. 0..03 , 0:,00 .:: _O.12: . :6;92: 0.DO . .. A 0.'06 6 0..00 , 0.33 : _ 1.1.54.. 0•:.00 "5 0•:.06 0:,06 .. 0.00 0;3:3" 1.1:54 • 0;0.0 6 .." 0.06 -0..06. •0:.00 ..: -0..3.3- 11.54'. : :0.:00. . . 7 . .. 0.'06 . _ -0.06 0..00 70.33 . _ 1:1.54.. 0i.00 8 0.-.-05 -0,05. 0.00 0:2:1 ".9.15 0:00 STRENGTH/DEFLECTION:- Bay --=.-=-=Shea'r(k).------- ---.- Moment:.(f-k.)=----- Mom+Shr- Defl.ect(in) Id=,.":Loc talc.."Liniit '.'UC. ..Lod. . dalc.."Limit :. UC .. Lod UC " .. Calc-Limit'.. '1 LSup A'.07. 9:81 0:01 Mids 0:45;.'11:96 0:04 :. LSup -0.'00 0:0.9 2 LSup: 0.07.. 11:72 0::01 'MidS -0.51 12.95 "0::04 ..'LSup:0.00 0.11 . : 3 ' .'LSup 0::03 .3.:02' 0..01 .MidS =0:12 .7.:13' 0.,02 .LSup 0:00 •4 LSup 0:06..'- 4•:24 0:01 MidS 0:33:. • $:4:5 0.04 '. LSup "0.'00 =0.06 5 .. LSup - 0".06.: "4.24 0,.01 '„ MidS -0.33._ 8:45 &A4 .. LSup:0.00' 0.06'. 6 .LSup- 0:.-06.'..4.24' 0.;01 .'M d5 0::33 : .8.:45 '0.':0.4 :LSup• 0:00 7 ; RSup 0':06. 4:2.4 0.01 ;'MidS: 0.33. 8:45 0:04 '. LSup: -0:00 0.0.6 8 ,.'LSup:- 0..05.. :-3.02 :0.:02 .• MidS -0.21.. 7:1.3 •0.:03 LSup:0.00 _ --:0.03'. SUPPORT. CONNECTION.: Bolt .• -0:500 :(A307:) ___Bo 1t Capaci'ty(k) 'Bay Bolt' : : ''Shear : Bear Max'.- Id. '.:Rota. Calc.Limit "Limit .. :Uc. 1.. 2 0.03 : 2.65 3.12 ':0.01 2 2 . .0::'04 " .2.65' 3::31 .-0..01. .3 2 0.02. . 2.6:5 . 2.11. 0.01: 4. 2 0.03 2:65 . 2.36 :0.01'.: : 5. :2 0::'03 .:2.65 . 2:.'36 O.:OI. . .6 2 0.:03. . 2:65 ."2.36. 0:01: 7. 2 :".: : 0.03': '2:65 : 2.36 .0.01 8. 2. 0.'02 ' :2.65 . 2::'l1 0.:01. " LOAD ID: 3. ;: :Dead+O::'kirid •Pressurel .: : • A-227 K Job No. K2180744A. Designer JMH IRBY customer Kings Con-mn kc al Centek . Checker. BUILDING $1(STEMS • :�.:..co..«.._. . Address- '.Lots. 1&2.Block:B;..Kings Hwy : Seal-Engr. - - .DEUE00S UT160.BETTtR.DUILDIRGS..' T :Fort',:Pier.ce; FL.34948�• � - •Revision �#• � - - � : - ------------- :REACTIONS: __--_- =Shear(k)-_�______ -------------=Moment.(f-k)._.-_-__----=- Bay Left Left . .Right :,Right - : .Left Left MidSpaii :Right • Right,: Id .. . .Sup-: Lap Lap.. Sup SuP Lap.: Mom Loc• Lap . : .:Sup. . .. . . :'1 0-..28 :. 0•.28 - 0:00 1.8•8, .1.3:35 :._ 0.00,• • 2• .. • 0.30. 0.30. ' .0•.00 .. -2..1.3 14:23. 0.•00 . . . -0:15 .0.-00 0.50 : .- .6-.92.. 0..00 • 3 . 0..15 . .. � .. 4 0:24 0:.24.' .. 0:00 -1;4:0 1.1:59 0.00. 5 .. 0.24. 0..24 -0.00 .. :-1..4.0 11:54' 0.:00 6 . :0.24 . .. -0:24 0..00. . , . -1.40 ..1.1.54... 0:.00 •. .7 0:24 0'.24. .. 0.00 -1:4:0 1.1•:54 0-.00.. -5 8 .. 0.19 0..19 0:.00 .. :-0' 8.8- 9:15; 0.00 STRENGTH/DEFLECTION: - Bay'.. =-=----ShearCk).----:--- .. =----Moment..(-f-k)---_- =Mom+Shr-. .Deflect(in) ...: '-ld. .Loc.' Cale Limit UC ' •Loc { Calc•Limit UC - "hoc'. UC Cal:c- Limit ' .. ---- --=- '----- ----- =--- ---- -----=• --=-= ---- --=- ---- --=- ----- 1 _ L'Sup; • :0.28.. •9:81, 0: 03 ' . MidS .- -.1.88_ :11.96. 0',16 .. LSup;0-00 0.37 .- - 2 ' LSup .U.30 .11..72 0-03 Mid'S =2:13 12.:95 0..-16. .LSup 0:.00 0.4:5 3 LSup ' :0;15;• 3:.02 0.05 MidS ' =0:50; 7:.13 0.07 ; LSup -0;00 -0.0.4 4 LSup: '.0-.24 4:24 0:.06 MidS : -1.40. 8.45 -0'.17 .. LSiip:0..00 0.27 5- .LSup- . '.0-:24 . :4.24 0..06-' .MidS =1:40 . :8.:45 0..17 _ .LSup 0..00 0.27 6 LSup- -.0.24:. 4:24 0.06 MidS 1:40:. 8 A.5 0.1-7 :• LSup -0.'00 • =0.27 7 RSup :0.24.. 4-:24 0..06 .. MidS 1.40.. - 8-.45 -0:.17'-. -L•Su 0.:00 -0.27 p 0:19 . .3.02 0.,06 :MidS 0.88 7.13 0_.12 ' LSup 0:00 0:12' 8 :.LSu ..SUPPORT--CONNECTION... Bolt '=,0.500 ..(A307') : . --- of-t Capacity(k) Bay .Bolt Shear' Bear. .Max Id Row Calc. Limt Limit'. UC 1 . 2 U.14 . .•2.65' 3.12 .0:05. 2 2 - • 0.15.' 2:65 3.31.•0.06: 3 • 2 0.07 ': 2:65 2.l l '0.03-.. . 4 2. 0::12 2.-65- 2::36.••0.05. 5 2 0.12.' 2.,65 2.36-A.05: 6. ': 2 .".. . 0.12 2.65 2.36':0.05 . . .7 . .. Z. :0:.12 . .2.65 . 2::36.'0..05. 8 2 0-.10 2.6:5 . 2,.11.'0.05: LOAD ID.• A.':`Dea'd+0'.'6Wind.-Suctionl. REACTIONS:• r.(k:)--_______ . Momerit'(f=k)-==--=-=-=:---=- - Bay. ': Left : .'Left: Right.,. Right.- . .: :Left. Left : �MidSpaii : Right. .'Right''. Id. ,: :Sup Lap; • Lap . - . Sup S.up. . ,: :Lap Mom; . Ltic L.ap Sup 0:.84.• .. : :0.00. 5,:61:•' 13.'35 " 0.00 � . 228 • •.. . . Job No: K21 0749A. � • � Designer Y . . 8 : �H KIRB BUILDING Customer 'Kings :Commercial Center. . Cfiecker. SYSTEMS s Lot ' 1&2..Blo, k:B; .Kings Seal. Engr. Ad c. die serreAsownoks:sE�r[a:euaninci. s Fort .Pierce; FL.34948,'. .H Revision s wy I 2 . 0.90. . .. ;: : :• 0:90 0.00'. 6..37 :.:14'.23 ' . .. 0.00 3 0'.44 0.44 0:00 1.:5:1 . . .6.'92 '0.00.; 4 .-=0.73.. .. .0.73 : . O•.O.Q . .'. . ,.: 9,..19' ; 11:54:- :0.•00. . . 5 .-0_73, 0:73 0,00. . 4.,19: .:1•1.54. 0.0.0 6 :. _0..73 : .-0.73 i - 0.00 4..19 .11.54 ' �0:00.• 7 •. =003._ : .0.73 . .f :.:0..00 ; 4.19 11:54: 0.00 8'. =0.58_ 0:58 .0.00'. 2.63 .9-.15.. 0-.00 -ST.RENGTH/DEFLECTION: Bay-. -- '----Shear(k)----.- -.---Moment(f-k.)---.== Mom+Shr= .Deflect(.iri) - . Id Loc. .Calc. Limit -UC . LOG. Calc: Limit UC Loc.. UC. Calc Limit l LSup -.0.84 -9..81 -0..09.' MidS 5:61 :5_98 .0..94 . LSup 0:.00 1;1.1 2 LS{ip ' --0;90. 11:.72 O:Q8 MidS, 6,37: 6:.47 0:98 . L$up 0;0Q. 1..35 3 '..-LSup: 0.44.. 3-.02.-0'.14 .. MidS: 1.51.. 3.,56.-0.42 .. LSup:0.00 . .. 0.12 4 • ..L$up .0-.-73 :4.24 0..-17 . MidSl. .4:19 A. 3 .0..-99 . LSup 0:.00 0.•8:1 5 LSup 0:73: 4-:2.4 0.17 MidSl 4 19 4:23 0.99 :-'LSup 0.00 0..81 6 .. LSup:-. -.0.73.. .'4;24. 0'.17 .. MidS 4.19.. 4;23, 0:.99 .. Lsup;0.:00 , .. 0.81_ . • 7 •' LSup .0:73- :4.24 ,0_17 , -MidS; .4:19 .4.23 .0-A9, LSup 0•:.00 0.8.1 8 LSup =0;58' 3:.02 0.19 ; MidS' 3:, 2;63: 56 0.74 LSup '0:00 0..3.6 SU.PPORT:-CONNEC.TION: : Bolt 0:.500• (A307.) -=Bdlt_Capacity•(k)•--:- Bay Bolt Shear Bear: Max ' Id .. -Row. Calc. Limit Limit.. UC 1 2.. '0.4 2; • 2 2 2:, 0.45..': '2:65 3.31.. 0.17 . . 3.':,: .2:.'• 0:22 . ..2.:65' . 2::11:-0:10 4 2 0:36'.' 2:65 '2.36A.15: . . 5 2 0,36 2:6'5 • 2.36 :0.15'.. . 6 -2'. '0::36.' .•2.'65 2:36.'0,.15. 7 2 - 0:36. • 2:6'5 -'2':36'.'0:15 ; . 8•' 2. 0.29. 2:65 2.11 0.14 .. . ..LOAD -ID 5 Dead+0,75Live+0.45Wind Pressurel REACTIONS: _________ _Momen:t(f=k)-:___________-__:. , .- ..Bay. . ..Left Left. -Right.. : Right Left. . ..Left M dSpan' . . : Right Rig)#- Id Sup .Lap. :. hap.'.. . .Sup: Sup Lap : .•Mom. 'Loc Lap Sup 1 0.56 -0.56 0.':00. 3.74 .: :13.35 - 0.00 , 2 0:6:0 -0..60. 0:00 4.:25. ' 14::23 .. 0:00 3: 0.29 . 0:29. 0;00. =1.00: 6.:92. . : :0.00 4. 0.48 -0:'48 0::00. 2.79 .: :11.54 0:0:0 5 . . 0:4:8 -0;48. O;QO 2.:79. 11::54 . : . 0:OQ . 6. 0:48 . 0::48. .. : :0.00. : : 2:79: ll.:54-. 0.06 .- .7.. .. .0.48 -0.48 ''0.:00. .. : : 2'.79 : '11.59 0.0:0 '.. .. , 8 0:3:8' =0.38. 0.00 1.:75. 9:.15 .0.00 : A"229 Job No. K2180744A.w Designer". JMH KIRBY c,istomer 'Kin1s'.Commercial Center.." Checker. " BUI�DiNG s. . SYSTEMS'- Address .Lot''- 1&2..B1ock:B;..Kirigs Hwy 'Seal"Engr. BETTER.S6LU71ONSIBETTCB:e6(LDINGt:: Forte.Pier.ce; -Ft.34948 : Revision # � . • STRENGTH/DEFLECTION c.. ' Bay Shear'(k)-_---== --=-I :Moment.(f-k)=-=-== =Mom+Shr Deflect(in); : Id Loc Calc- Limit.. UC Loc 1 : . Calc Limit.: - UC' . Loc UC. . - Calc:,Limit .: 1 LSup' " .0:561- 9 1. 0:06 MidS, =3:74• 11-.96 0:31 LSup,:0:00., 0..74' 2' LSup:.. •0- 11-.72.:0.-.05' MidS: A-.25 12:95. 0•.33 . LSup:0.00 =0.90 -RSup-, .-0'.'29 :3.•02 .0.10-. MidS =T.00 :7.13 .0.14-: LSup'0'.00 0.-08 P-. . 2:79" 8-.45 .0:33 - LSup:O':00." -0..54. 4 LSu 0A 4.24 0:11 MidS LSu 0:48.. 4-.24:0..11' .MidS p - LSup:'0.00_ -0.59 .. � .. 2:79 8.45 :0:•.33• 6: LSup 0.48 c 4.24 .0..11-. MidS- -2:79 :8..45 .0-.33-. LSup 0:.00 0,-54 •7 RSup -0:48. 4..24 0:11 : MidS -2:79. 8-A-5 0:33 :•LSup :0•:00.: -0."5.4- 8 .. LSup: . .0.38..- 3.02. 0:.13 .. MidS,:. -1:7,5.. 7 'l3. 0..25 _LSup:0.00 . ..-0.24 'SUPPORT- CONNECTION:: Bolt .="0.S00 :(A30.7.) :.. --:--Bolt Ca pacity ity(k)-=.-c. _ Bay'.. Bolt Shear. gear.: - .. Id ' -Ro.w talc-Limit Limit . U:C 1. 2 '0.28.. 2":65, .3.12..''0.Ii 2. . : 2:. . • .0:30 :2.:65 3.31 .0:1:1 :3 2... 0:15:• 2:.65 2.11: 0.0.7 4. .. 2 0.24. 2;65. 2.36.. 0.10 . .. .2, . 0:24 . -2..65 •'2•:36.0:1:0 .6 2..-- '0:24:• 2•:65 -'2.36:• 0.10 7 2 - , 0.24.. -2.65 2.36.. 0.10 .. . : 8. . : 2: 0:19 . .2.:65 2:11 .0:0.9 .-LOAD' IA - 6. : D:ead+0 A5Wind_Pres�surel .• .. .REACTIONS: l. . ---- --.------- ------------- ------------- Shear(:k)--- _Moment(.f:-k)= . 'Bay Left Left Right. :Ri;ght - Left Left •MidSpan . :Right .:Rigkit Id. : Sup Lap Lap;. Sup Sup'.. Lap • Mom .Zoc.. Lap ' •Sup 1 0;23 0:23- 0.00 1.52 13.35. . - 0:00 2,.. -0:24 . -0,::24. 0'.00_._- :=1'.73 14'.23:. ..0.00' . 3 0.'T2 --0.12 0.'00-' 0.4T'.• 6,92 0:0.0 .. 4 0.20 -0�:20 0:00 -1.14 11:54 . =0:00 . 5: 0:20 . =0:20. ' . .0:00. 1.14: 1T.54.' 0.00 . . .; 6. ," ..0.20. --0:20 0::00. :-:1.14 . :11.54 0:0"0 7 0:20 0:20: 0:00 11-:54 0.0-0 0..16 ": 0;00 ' • 0'.71 9.15.' 0.00 . STRENGTH/DEFLECTION: Bay." :---=---Shear:(k)==--=-=. ---==Nlo;nent(:f-k)'==-_-=: ':-Mom+Shx- . Deflect(in) . :Id- .16c. . Calc.'Limit UC.- hoc Calc -Limit . '.UC. .Loc• '. UC Cale. Limit 1 'LSup.: : 0.23 9:8"1 .0;02- MidS.' :-1.52 -:11:9"6 :0::13. 'LSup.:0.00' . =:0.30' 2. _LSup. 0::24 `11..72" 0::02. .MidS. 1:.73:I2.95'"0::13. ,'ZSup. 0:0:0 0.:37. 3 LSu 0.:12•'. 3:02 0;04 -."MidS 0.41. - 7.1:3 0.06 .-LSup: 0:00 : 0:03. P . 4 "LSup,: : 0.20 4.2-4 6-:b .: "MidS: :-1.14 "8.45 0::13: 'LSup•:0.00 . =:0.22 .: Job No. K2 180744A. Designer . JMH ' K MY . SY ingd s'.Coerca . Crite .stoma CYecker'BUILDiNG STEMS . .«..�o:.o..... _ B.;..Kings Hwy �Add=ess Lots. 1&2..Block: BEWERS6UTTIONS.6MtkBU1LBING : :Fort:',Pier.ce; FL.34948, Revision # 5. -LSup 0'.'20 '4.24, .0.05'. MidS, . -=1,.'14 :'8.45 0.13'. -LSup' 0.00 0.'22 . 6 LSup : . .0. . 4:2-4. ,b.05 MidS : .-1.14•• 8'.45 ,0:13 LSup '0.00.: 0...22' 7' .. LSup: . 0:20 4..24.;0.05 •• MidS ..-1'.14 8.45 '0.13 - LSu 0 00 : p: . .' -0..22 8 . LSup' . 0.16 3.02. .0.05, MidS- .=0:71 .7.13..0-.10'. -LSup 0.00 -0:10 :SUPPORT CONNECTION ' .� : .: Bo:Tt.•=:0.•500�..(A307) . . _. .. .. : ---Bolt � --- Bay-. Bolt Shear . Bear :-Max- Id Row -.Calc:• Limit Limit: UC 2: . .0•:11 :2.:65 . 3:12 0.0.4 2 2.. -.0;12'. 2..65 '.3;31*.'0..05 3 .. 2 0.06.. 2:65. 2.11.. 0.03 4 . : . 2'. 0:10• :2.:65 . 2:36 ..0;0:47 5 :• 2.. .0;10 2-.-.65 2,'36: 0..0.4 6 .. 2 . : -0.10--- '2'65 2.36..'0.04 7 . .. : :2.. 0:10 2.:65 - 2.36 0.0:4 8 2.. 0;08: 2.'.65 �2,11: 0..0.4 :.. LOAD IDS 7: D.ead+0:75Live+0.45Wind Su.ctionl _----------_-----------_------------------ _:-_:_____-__:____: REACTIONS:. = -=--Shear(k)'-=----:--- .. ----------.---=Moment(f.-k)=----:---=.---=-- Bay, .. -Left Left ' Right: Right Left ,. Left N1idSpan Right ' .Right Td S . 'LaP:. Lap., - .. "Sup .'.Sup._' La p Mom.. . :. Loc.. Lap Sup ' .' uP . .. 1 . -0:28 . 0. 28 0::00 .. :: 1.88 15.35: 0.00 2 '.-0.30 0:30 0.,00. . .. . 2.13 , 14.23.. 0:00 3 -0:15 -0::15 I. 0:'00 0:5.0 6.92 0.00 4 ..-0:24 . 0:24 0':00 1:40 11.54. 0.00 . 0:24 0:00. ` . . 1.40 , 11.54 0:00 .6 -0:24 a 0:24 0:00 .1:40 11:54 . . : .0..o0 . 7 0:2'4 0:24 0':00 .'1'.40 • 11.:54. - . 0.00' . 8. ..-0.19' .. . 0:19 0:00.. .. 0.88 , 9.15 . 0:00 .• .. STRENGTH/DEFLECTION:: Ba Sheaf(k):=-=-.--- ---= Moment(f-k;)-=--_-• Mom+Shr= Defl:ect(in) 'Id . Loc Calc. Limit UC . Loc Ca1c. Limit UC -.'Loc -UC .'Calc Limit 1. RSup. ' 0:28 : :9A1 0.'03. .MidS 1:.88 . .•5.98 0:31 .'LSup. O:OD .0.3-7• 2 ,'LSup: O'.30.'11:7:2 0.03 .'MidS: 2'.13-.' 6.4..7 0.33 :.'LSup: 0:00 • _.'0.45: 3.'.:LSup.. .-0.15 ': 3:02 .0;:05.- MidS 0.50 3:56 .0;14. 'LSup".•0.00 0.04'. 4. .'LSu 0 24 . .•4.24' 0:06.-.'MidS. ' . 1::40 . ..4.23 0 ' 3. .LSup. 0.00 5 LSup: 0..24. . 4:2:4 0:06 . MidS: T'..40.'. 4:23 0:33 LSup: 0:00 . 0:27 - 6. ZSup.: .-0.24 ': 4:24 .0;06. MidS.: 1.40 4:23 .0;33: ZSup.:0.00 .0.27 .: . 7. LSup. ' -0::29 4.24 0::06. .'MidS. 1::40. .:4.23: 0::33. ,LSup. 0:00' '0.'27. .. 8 -LSup: 0,:19. . 3:02' 0:06 :.'MidS: 0.'88 3:5:6 0;25 LSup: 0:00 : 0:12: SUPPORT :CONNECT.ION: : Bolt =. 0:5:00. (A367) . , . - Job No. K218�0794A- Designer' JMH . .. K�I�RBY " Customer Kings :Commercial Centel, Checker, ING .SYSTEMS'. Addkess Lot'sl. 1&2..Block:B Kings Hw :.«..�e..�._. -' . g y . Seal-Engr .. ..-BETTER SOLUTIONS.BETTER.BUILDINGS..•-.. .. .:FOrtj - : . .. .. : .cei.. F Revision # ' � ,Pier. L 34948 "-'-Bolt. Bay Bolt Sheaa'.Beark'.Maxf Id .. :Row:-.: Cal Limit.;Limit UCI:.; . 1 .2 0:14_' 2.65 .3:12 0.05 2 2. '. 0.15- 2.'65.' 3.31- 0.W. ; 3. ' :. 2' ' .' 0:07 :2.65 2 4 .' .2- 0:12- 2.65 2:36.• 0..05 5 .. 2 0.12.. '2.65 2-.36.. 0.05 :. . '6. :.-2: 0:12 :2.:65 2:36'0..05. :7 :' ' .2.. ' 0:12' ' 2-..65 .2:36. 0..05 8 -. ' 2 0.10- 2-.65.- 2.11.. 0.05 :. . . . 'LOAD. I'D 8.. Dead+.0.45.Wind•Suction.l RBACT IONS i.. ' ' =-=---- Shear(k)'--=--=.- :--=---..---- --- nt(f-k)- --=.---=----=-Moment Bay. :Left Left.-'Right.. ' 'Right .' Left'•' :Left MidSpan -' .. 'Right Right Id :' ' .Sup Lap- . .:-Lap Sup.'. . Sup Lap . .•Morn' `..-Loc. Lap .: Sup. 1 -0.:61 ' .. . 0.61 :.. . 0..00 .. . 4.10 •' 1:3.35.. 0-, .2 0':.6.5 .' . : 0'.65' .. 0.00 4:6:5• 14-:23 . : 0-.00 . 3 '.. �0:32 . 0..32 0.00' .. 1.10• --6:92: 4 -0.:53 0.53 0..00' . .' ' :3.06 1:1.59.:'' 0•:.00 5 -0:53 .• ..: : 0:.53-'.. .- 0.00 3:0:6• 11:54 .".: : 0-:0.0 6 .. -0:53 0.,'53 ' . 0::00 '.. ' :. 3.06' 21:59. 7 ..-0.:53 : 0:53 0.,00' '3.06'.- 11-.54.. 0:00 - .8 :. -0:42 0::42 .. 0.00 i.92 9:.15 - 0..00 STRENGTH/DEFLECTION: : Bay :. -==.==-=Shear(k),=_-=_-- -==.= Mom'ent;(f=k,j--_=-- :.'-Mom+Stir- Def lect'(in) :. Id ._-:Loc. . Calc•:-Limit UC' . -L•oc. } - Calc.. Y;imit UC _.-Loc. : UC Ca1c:Limit -. 1 LSup =0-:61:.-- 9;81 0:06 ..'MidS:r - 4-:10,.'• 5:9:8 0.'68 LSup 0:0.0 ; 0.81- 2 , LSup- 0.65..:11:72 •0::06'•,'MidS� ;4.65-•'- 6:47 -0;;72:..1-Sup.•0.00 0.99 : -3 .'LSup 0::32 .-.-3.02 0,-11• .'MidS. 1:.10 .' .-3.56' 0.'31. .ZSup 0;0.0 '0.09 ; 4 ;. LSup: ' =0:53;. • 4:24 0.13 ;.'MidS:; •'3':0G.'• 4..23 0:72 LSup '0;00 0.59: ' 5 .. LSu 0.53•. : -4:24 0;:13:. MidS 3.06 p 4:23 '0::72=_ZSup 0.00 0.59 _ . : '6 .'LSup •--0:: .. 53 .'..4.24 0.:13-' .-Mid;S- -'06 .-.4.23 -0.;-72-- :LSup• 0;0:0� �0.•59� '• .. � ' �' - •7 .LSup • =0'.53;.'- 4;2:4 0.13 ;.'MidS:, 3'.06. . 4.2:3 0.12 _.-LSup: -0:0'0 -A'. 8. LSup. 0.42 3.02 0:14 MidS.: • '1.52 ': '3:5.6 0..54• .'LSup.•0.00 0.26 SUPPORT. (jONNECTION;• Bdlt--' 0.500 .(A307:). ---Bolt_Capacity(.k) Bay. Bolt Shear Shear : Bear':-Max•: Id. •.Row. Calc Limit' Limit UC 1. 2 .. 0..31 2:65 : 3.I2 :0.12' 0::33 2.65 '.-3::-31 0.1.2 .3 . 2 .: 0.:I6 '. 2:6:5 '2.:11 '0:08: •' . 4 2 0.27 . •'2.65 : 2.36'.0.11 ' Job'No K2180744A.• Designer'. - JMH ' RBY Customer Kih s :Commerc ai Center. . Cfiecker 'BUILDING g SYSTEMS :B;-.Kings •Hwy Seal"Engr. Address Lots" 1&2•.Block ,DMEA.Soisnoks.s[rrEs:solWN M: or .Pierce; FL.39948 Revision # '5. :-.;2 0'.:27 :2.65..' 2'.:36•0.;1.1 :6 2 .0:27' ' 2'.65 '.2:36 0..1.1 ' 7 2- :'.; 0".27• " 2'.65.. 2.36 0.,ll :..; '8 . 2 . 0':21 :2.65 . 2-.11"0:10 :LOAD .I.D ' 9 v.'0.6Dead+0 6Wind .Pr'dssurel." ---------------- "REACTIONS c --- =Shear(k)-`-=----- ;J --.------------Moment.(;f-k) .-=--------- -= . Bay Left Left Right .Right' Left Left Mid$pari Right-.:Right, - ' Id Sup. ?+a P . .' Lap. Sup. Sup Lap.; Mom ' Loc: 'Lap. '.;Sup. ".... : 1 :• 0:25 -0;.25 O:QO 1;7:0 13:35 : .' 0:00.' 2 .. •-0•.27 0..:27. . ,. .0;.00 .. -1.93 ' 14:23: 0.:00 3. . .0..13 • .. . . . -0.13 0..00 . -. . -0.46 :6:92.. 0:.00 : . 4 0:22 0,22 .: 0:00 1:27 1.1:54 -0-.00 . 5 .. 0:22 . -0...22." 0:.00 .. :-1.2.7 11:54; 0.00 0.'22 .. 0.22 0..00 :.-1.27 : •1:1:54.. 0-:.0'0 " 7 0:22 0:,22 0.00 1:2.7 1.1:54 0":00 . . 8 .. 0:17 . 0.."17 _ .. .0-00 -0.8.0. ' 9:15- .0.:00' STRENGTH/DE-FLECTION: Bay .. =-=----'Shea.r(k)----:----.:=-=--Moinent..(f-k)---:-- Mom+Shr- Deflect(in), '.. " "Td .Loc:• Calc•Limit UC ' Loc; '.Calc.Limit UC Loc: -.UC Cal:c- Limit-'.*� 1 .. --- ---- -Sup:... 0.25.. 9,81 0::03 .. MidS " -] 70.. 11.96- 0:.14 .. LSU P. .0.:00 . '7.0.34 2 'LSup •-.0:27 .11.72 0..•02 "MidS =1.93 12.:95 0..-15-' .LSup 0:00 0.41 3 LSup " :0,13' 3:02 0.'04 :.'MidS =0.46:.' 7:1:3 0:06 :. LSup 0.00 =0.04 4 .. LSup 0.22.. "4:24 0:.05 .. MidS 1.27.. 8:45 0::15 .. LStip:0.00 0.25 5.' .LSu p 0:22 ::4.24 01,'05:' .MidS 1.27 . .8.45 0.:-15 .LSup 0.'00 0••25" . 6 :. LSup- "0: :2 22:. 4 4 0:05 Mid$ 1.27.. 8:45 0:15 ;. LSup 0:00 =0.25 7 ' 'RSup_ -=0.22.. -4.2'4 0,.05 MidS'. -1 27 8,45 0":15 ' LSup" 0.00 "0 25'. 8 ' .`LSup 0:17 . -3.;02' 0.;'06 ':M dS� -0:80 . .7.13 0:11. .LSup 0:00 �I .-SUPPORT: -CONNECTION-.. . Bolt 0.'500=..(A307') __-Bolt .. _CapactY-(K -=�. .• .. Bay ' .Bolt. ' She:ar 'Bear.`:Max .Id Row: CaIc.�Limit Limit-. " UC 1 . ,".: :2-. 0:.13 . .:2.65 :3'.12 .0.05. . 2 `2': .-0..14, 2:65 . 3•31. 0'.05 3. 2 0.07 2:65 . 2.11 ':0.03 .: . .4. .2-. . ' •'0':11 : .:2.65 ..2:.36 0.:05. ..5 2 0.:11. . 2.65 . 2.36-.'0:.'05: 6.. 2 0.11-:•2:65 : 2.36 :0.OS: 7 2 0:.'11 " :2.65 . 2::36 ..0.:05. . - -8 2 . 0.:09. . 2:65 . 2.:11-.'0•:04: LOAD ID;10. 0.':6Dead-t0::6Wind Suction -2: . . . = A3 t� pV �Job'No: �K218b�744A. � � Designer-�• � JMH�" KIR Nc ' Customer 'Kings :Commerc al Centei, . Checker SYSTEMS Addkess .Lots. 1&2 .Block:B` :Kings Hwy :' .'seal Engr.' «..�o:.d... . ••.' .BE"ERSOLVIONS.BMtR.BUIIOlNGS..' 'Tortl'.Pier.de; 'FL.34948.'.• '� � � ��tevi�sion �#' '� : � � � �' � - • REACTIONS:. - •. : ___---=-=Shear('k).-________' .. _____--=-'--'=-=Moment.(.f=k),=-==--=-=-=---=.. Bay -Left. Left : .Right ' Right . :.;Left - :Left.. M 'dSpan.. Right'. Right_ .. . -.. Td. Sup-. :Lap:.: L.ap Sup Sup'. Lap, . Mom:'.: Loc- . . LaP p 1 '-0'.87.' :• .0-.87 . :'.'0.00 .. :' 5,7.9 13t35: :0.00 2. =0.92 0:92 0-.00 . . .. ,6.57 : . 14-.23. 0-00 ,3 :' -0..4'5 :• : .'0'.45' . ' ' 0:00. 1.55 6:92 -.,0.00.' .. 4 .. _0.75.' .0,75'. 0..00 .. ' 4..32 11:54: 0.00 5'. -0.:75 0:75 0.00 . . 4.32 : . 1:1.54.. 0'..00 : 6 : -0:75 : .-0.75 .. 0:00 4;32 .1-1-.54 ' 0.00. 0..00 .. 4..32- 11:54. -0.:00 8 . '-0.:59 0:59 0..00 . -2.72 9.15.. 0;.00 ;STRENGTH/DEFLECTION:' ; Bay: -Shear(k)----.-= ---=-Moment(f-k)--- -Mom+Shr= Deflect-(in) Id Loc.. Calc: Limit UC Loc.. Calc:• Limit UC Loc-" UC Ca]c 'Limit 1 LSup -.0.87 :-9.:81 ,0-09.' MidS- 5-.79 -5.:98 0..97 .' LSup 0:.00 :2 :• LSup 0.92' 11'.'.7.2 0.08 MidS 6.57:• 6:.47 1.02 ; LSup '0•:00• 1.,3.9 ' 3- .. 'LSup 0.45.. '3:02,-0:.15'.. MidS 1-.55.. '3.'56--0:.44 LSup.0.' 0 0.12 4': :LSup- .0.75 ,.4.24 0..18-' MidS .4':32 4.23 1,.02 ' LSup 0:.00 .0.-8:4 5 LSup' =0;75: ' 4.:24 0.18 :- MidS ' ',4:32: - 4 '2.3 1.02 LSup' '0;00 0.8.4 :• ' 6'..'LSup: '-:0'.75.. - A:24 0.18 .. MidS •' 4.32..' '4':23 '1:.02' .. 'LSup:'0.:00 . 0.84 :' ' .-7'.-:LSup' =.0-:75 :'4.24 0..-18'' MidS • -.32 -A.23 1.,'02' :LSup• 0:.00 0.'8:4' 8 LSup ' =0:59: ' 3':.02 0.20 MidS' ' '.2:72: 3':.5'6 0.76 :. LSup''0.'00_ ; 0.37' SU.P-PORT:CONNEC.T'ION: Bolt 0':$:00''(A307) _,--Bolt_Capacity•(k)--:- Bay ; Bolt .'Shear Bear:... Mai '.'Id' -Row. Calc'Limit Limit UC!. •1 2 0:43.' 2,65 3:12.'0.16: 2 2 0.4 6•. 2:6'5 3.31.1 0.17 3 •2'. 0:22 .-2.'65 2:11 .0:1I 4 2 ' 0'.37'.'• 2:65 2:36. 0'.16' 5. 2 . .. . 0.37..' 2,6'5 • 2.360.16, 6 . -2. 0:37 .' .2.'65 :2:.36."0.16• ' 7 2 . 0'.37'.' 2;6'5 2..36,. 0'.16 8.. 2. . : MO '2:65 . 2.11 0.14 ,. . DEFLECTION::. LOA.D .ID. 11 Dead+Live Bay. .Offset: :Deflect:(in).. Id `.(ft) .Calc" Limit " :Ratio.' . 1 '13.35- -0:6 ..7 : 267 0:25 :2 14.2'3. 0.-82 :2::'85 ' : :0:29.• 3. 6.92 0.0:7 .-1:38. . A. - . . . . A. 234" , Job K2180744A.- Designer JMH AKIRBY . ' BUILDING _ Cus:tomer ;Kings Commercial Center. . pheicker-' SYSTEMS ��YCew� . Address- Loth . 1&2..B1ock:$;..Kings Hwy :..'Seal-Engr.: Be"ERUiurioks:B".8uanFacs. ': • Fort: .Pie.rce; FL.34948.'. ' Revision # 4'. 11-.54 .. -0.49.: -2.31- ' . .0:21 . :5 li,54'. -0.49 2:31 - 6 11.54 =0.49 .2:31 0.21 . '7'. :11-.54 - 0.49. 2.31 0:21 . A .9-.15 . -0.22 1.83 :.'0.12. : LOAD ID:12 .Dead-. - Bay .. Offset Deflect(in) Id. (.ft). Cale.•Limit.. 'Ratio - 1 .. 13:35 0-..09 -.2:67. 0..03. . .2 .. :-14..23- _ -0-.11 2.85. O: 4 .3 6..92-.' ._0.:01 .1.38 0.01 .. 4 .. 11.54 -0-:.06 2:31; 0...03. 5.• . .11:.54 .. -0.06 2.31.. 0.03 :• . .6 11..54- -0.'06 2-:31 0..03 7 '.. 11.54 -0:.06 2:31: 0..03 8 : 9:.15'.. =0-:03 1.83.. 0.02 . .LOAD I.D '13. : L--i.ve.. Bay Offset- .Deflect..(in). Id .. (ft) Calc Limit:- Ratio 1 13-35 -0.:59 2:14 0:.27.'. . 2• 14.23 0-:71 •2:28: 0..31 . : 3 ' : 6:.92 '. -0-:06 1.11.. 0.06 :. . 4 11..54 ' :-0.43 -1.85 0:.23 5 -11.54 0:43 1'.85' 0;23. .. 6 :' 11:.54 0:43 1,85.. 0:23 11.:54 :-0.:43' 1:.85. . 0::23. 8. : 9:15 0:19 1:4Q. 0.;13 LOAD I.D 14,_:r Dead+0.3Wind-'Pressurel�- Bay-' .Offset '..'Defl'ect:.(in).. Id -(ft) -Calc Limit. :Ra;tio.'-, 1• . .13:35 0.23 2.14 0.11 .2 14:23.• ..-0.28 2.28 .' 3 6:92 -0:02 _ 1'.11. 0:02 : . -4.. 11:54: -0.17 -1.85 0.09 .5 11:59 -0.17' 1::85. .. .0:09. 6 1T:54 -0:1:7 . 1,.85. 0:'09• .. . . -7 11-,.59.- -0;17 -1.85': 0 . :8 .' 9:15- -0.07 :1::46 ". :0:05. ,. . .. . LOAD ID.15. :`Dead+0.3Wind- Suctonl. . Bay. Offs-fit :.'Defle'ct(iri) Id. (ft) . CaTc :Limit Ratio 1. 13.35 0:5:1 .-2.14, '0.24. A 235 Job...No. K�1$0'749A. ' Desi er _ KIRBY Customer' :Kings Commercial Center. . Checker BUILDING .. JMH- . SYSTEMS Address Lots ... 1&2 Block:B;..Kings Hwy : - Seal'Engr. BM.EA OWTIbks.SM0.8UMPMcs . " :For�['_Pier.ce; FL.94948 '. 'Revision # " 2 :'14-•.23 ..''0.62.. 2.28- . .0.27 :3 .6.'92 . :0.05 1.11 :'.'0-.05' 4 .. :11:54 0,37 . :1:85 0,20. '5 :'11.54 .. _0.37-: 1.85 0.20 : 6 11• 54 . ' :0.37 . 1.85- :. 0.20 ' . 7 ..' '11:54 0.37 .1:85: 0..20.-• 8.: : . 9.15 .. '0.16.: 1.46. . .0:11 K2.180744A. Eave.;Strut..(Extension=- .1) .10/-'.4/21 .11:�17am. ' ------ ------------------ ------------------- y --------- --------------- .�. -. . . : . ' SAVE' EXTENSION EAVE..'STRUT. Wall .Id.- 2 Extension.. Td•, .-•1 • .. -'Bay ,St�art : , 1. -Bay End. .. 8 :'. :• � - ' Extension. id -' •5.00� -- -- -- - - ----- -- EAVE,-STRUT..LAYOUT:: :Bay _ O6sign :-,-Load`.. No. Id :Part:• Length.-'- Wi.dth Bra:cle Weight .LExt '.95C089 2-:21- : 1'.09 .. 0 . 11..2 -1 -'95C089 26:99.� ' 1..09 .0 •136.9 . .2 95C089 29.04., 1.09 0 147:.3 '.. : 3 95C067 1.4..42 . . .1..05 A .. . 55.,1 4 95C0167' 2S.67' 1.:09 0 90.4 . .5 95C067 -23.67..'. ' 1.09 .. . 0 - . 6 '.95C067 23:67 .1,09.•. :. A ,, 90,4 7 95C067' 23:67:•' 1.;09 ' . : 6 90:9 . 8 '95C06.7 18.58 1:09 A ..71:0 Total(16 .783.1 . :STRENGTH/DEFLECTION:: ' Bay - Load;. . ____Shear(.k) --Momeht_(f-k)-- "7-Deflect;(ih).__ .. .. Id .-Id Calc Liinit: -UC Caldl Limit UC Calc Limit: --UC LExt• 1 0:'05 ':7.11 0:0:1• 0.06. 10::93. 0..01. 0::13. - . . . . . - 2 -0.01 .'7.11: 0.00 -.'0'.01: •10.93 0.00': - 0.02 3 -0:03. •7.11'..0.00' :0.03 ,.10:93.'0::00 , ,: :0.:07: 4 0::09. .i.:11 0:0:1 0.:10 10:.93. 0.:01. =0:22. 5- -0:-06 . 7.11 0.01 : .'0'.07: .10.93 0.01 0.14 . .6. 0..02. 1. 0.00 ':0.03 ,10.93. 0:.00 .- .. .0'.06: Z 0::0 3. :7.:11. 0.0:0 0..03.. 10.:53 -0',00-.'. -0::07. 8.' O:OZ .'7.11: 0:01 . 0.07: 10.93 0.01 -0:16 . • 9 =0::03.' :7.11 .0.00". :0.03' 10::93. 0::00. .: :0-:07. 10 .'- 0::09. 7-1-1. 0.0:1' 0.:10. 10::93 0 A1. • =0:22 - .1 1. 0:34 T.11: '0.Q5 : =2:23: 10;93 0.20 -0:51 . . . .- _ . 2. ..: :0':04. :7.11' :0.01 0.29� :10':93.-0::'03 0':07. 3 0::19. ..7.1.1 0:0:3' . =1.:2 3. 10::9'3. 0'.:1'1' 0:2 8. 4. -0:56 7:11. 0:08 : 3:67:'' 4.37 0.84 0:84 . . 5. .".. .0;37. 3'.11 ;0.05 ''-2.45',;TO':93'0::22 :=0;56: ` 'A236 . . l0.O" a dl.Cn"a. W.N.'H. O.1.0.-CO. J.M. Cn.a.W.N.H.O.'lO.O.a.'(sl.Cn W.N'.I-l".'O.10 CO.'-7.M V1':XA.W .N'.'h-'.O .10'.CO.a bl'.�Ul JA"W"A).H 'O'.10 CO 'a'.Ol m. • � ..a. t-CCU . I. .1 A. :IVf— oo0000oOooOOO.00o•ooOOOOOOO000000-oO .0 -CD 0ooOOooOo. 00 CD. CD, OO. 00O. o . H w F� Y Lo, Y•O IV Cn-Y. W H-H W JA•1-�. O +N (n,1--' w-Y.. CiJ .A.. O-N.W O N'.Y O N'.N'Y -C)'. C51 W Cn O.'.A Cn'Cn Ol w'N. 00.Ol C,. CD.O Ln Ul,M:W N.00.'Ql. Cn,.U7.'Ol.W N-'O. 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Co �P'.Ol.'N.Cn'.O.'CO.O-.CO.'N.00'.iA•:M.N".Cn:O.lfl W'.'a.W�.N'.'Ol.W'.W'.'Y.dl'.a','aa.W'.CO-A-.M��A',00.l0-.W'.Ol .Cn �1—.00 .W . to .0 Al S. a 'm. .w N...,to 'm• , K .. Job' No. M2 0744A." Designer' JMH• AIR-BY Customer "Kinls .Commercial Center. Checker BUILDING • .- 9. • . SYSTEMS' L s. 1& .. k: ; :King Ad of 2 Blo B s Seal"Engr.dress c Hwy : .' einERSdiUT16ks BMtR'SUILGING& Fort ,Pier.ee; FL.39998. . Revision # 10 0 '50. 3._02 0".1'7 2.,95- . .3.'05�.0:97 .0..,68 . .• .7 1 .. -0:29 3..02 0.10." -1..74 7:63 0'.23• -0:40 '2 . 0:.04, -3.02 :0.01 .' =0.23 : .-7..63 0":03 :=0::05 .. •'3 0•,'T6". 3:02 0.05 0:96 .7,63".0:13 0.22 . . .. . 4' .. -0:48 3_.02. 0-.16. 2..86 " 3;05 0.94.. 0:66 -'5. :.-0-32 •.3.02 :0.:11 . -1.91 :. 7::63 0':25 0::44 .. " 6 0-.13. 3:02 0.04 -0:77 .7.63.0:10 -0.-18 . :. 7 .. -0:16 3..02 '0.05. 0..9.6 " 3:05 :0'.31• 0:22 "8 . :-0:-.35 ..3.02 :0.12 2.09 '..3.05-•0':68 - .:0.48.. 9 .0-15% 3;02. 0':.05 ..-0:8:7.- .7..'63 0r11; -0-.20 :. _ 10 -0:50 3..02 0•.17.• 2..9.5 5405 0-.97_- 0:68 :• . 8 .. 1 0::23 ...3.02 :0..08 -1.07 : .:7:.63 .0':14- 0;.15 .. � . z : 0..03% 3.02 0-.01 0;1:4 7..63 0:02: 0..02 3 .. -0.13 ; 3..02- 0-;04. -0..5.9 7.63 :0:08... -0.08 4 . 0;.38'.. 3.02 :0.13 . 1.76 . 3-05 .&.58 - ;. 0:.25 = --5 -0..-25. 3;02 0-08 -1;1:8 7..63 ,-0;15: -0..-17 :. . 6 .. 0.10 3.,02 0;03, =0.,4.8 7.63 .0 0' -0.07 -7-* 0'.13• ..3.02 :0.:04 . _ 0.5 ; . 3::05-.0.19 ; ,.0:.08. 8 0 28 3:02 0:09 1;2:9� 3 05 0 42 0 18 - 9 .. • ' 0.11 3.02 "0:04 -0.53 7.63 07-. -0.08 •10• U.39• .. 3.02 -0.:13 1.82 . 3:.05 .0:60 0..26. : . -DEFLEC.TION.t LOAD ID 11.. Dead+Live.. - --------- -- - Bay-. .Offset .. Deflect:din).. .Id :. (f-t) : .Calc Limit. .Ratio .. LExt 0:00 .. 0:13 ; 1 13.:5 0 0.:51' •".2:.-7 0." .. .0::19 2 14:52 0:69 2-:90-. 0:24. 3. 7::21 -0:06 : 1.44.. : 0:04 I I . 4 11:'83 0.40, 2-:37 0':17. : . 5 •11:83 0:4-0 ,2-.37-.'- 0::17 6 11'.83•' 0-:4'0 - 2.37 0.17 7 11::83 :-0.40' .-2::37 ."",. .0':17. 8 9.29 :. -0.1:5 1'.86:." 0...':08.. LOAD :ID 12 ':: Dead .. . B-ay• Offset. "Defl--ect..(in).. :Td ;' (ft) . :..Cal'c' Limit."..Ratib:... LExt. . .. .0;00- -0.-02 . 1 13::50. 0.07 . 2::70." . 0:02' 2 14:52 .'-0:0:9 . 2..90. . 0.:03. : '.-'0:01 . 1.4 4 0."01 4 11::8'3 0.05 . 2:.37 : :0;02: 5. 11.83 -0.0:5 . 2-.:37, . 0::02. .6 • .. .I1;83. 0.05 : 2.37 0.02 Z I1::83. .._0.05 . 2. 37 : :0:02: : . 8. 9;29 -0:02' . 1'.86.. . ""0::0'1. 238 Job"No: •K218044A.. � � . . Designer .-� �..JMH '. . KIRBY .. customer Kings .Commercial Center,. Checker.' BUILDING - SYSTEMS , Addkess, Lots. 1&2.Blo.ck:a...Kings Hwy:-.'seal-Engr. aenEAUiUTIONS.6ETT.t:eouoiNCt. I Fort-.Piei.ce; 'FL.34998, Rwision 4 - I•D LOAD.: .13 :; Live Li 77 _ ___ _ __ ___ Bay. Offset 'Deflect(in . .. Id -(ft). :Ca-lc. .Limit :Ra-tio ; LEkt . 0,.00 - 0.11. 1 13.50', .-0.44 2-:16- :._0:.20 ..i : 2 ..�-14:52 :. -0':-60 '.2:32: .0..26. '3 . :.-7::21 - 0:05. :1.15.. 0:04 4 11..83. -Q.:35 . 1:89 :.-0.-.18 .. :. 5-.. -11:83 0:.35 .1:89:. 0..18 . 6. :11.-.83 .. 0-.35. 1.89.. 0:18 - :7 11..83 -0.'35 .1:89 0'.18 8-.. 9.29 0.'.1-3 -1:49". 0..09. LOAD ID 14.. Dead+:0.3Wirid Pressurel ' Bay-,' Offset'.. •Deflect:{in).. .-(.ft) ,Calc Limit. Rat io .. LExt-, -0:.00 .. 0:04 . -1 11.50 _-0.:17 2:16- , .0:.08. 2 .. -14.52 0:24 2.32, 0..10• 3• •7:.21-.. =0•:02 1.15.. : 0.02 4 11..83 -0.:14 .1�:89 .• 0:.07: . 5.'..-'11.83 -0:14 1:89: • 0.,07. 6 ' . .11:.83 .. -0:14 1.89..•: 0:07 11-::83 '-..-0.14' . 1:89 -0::07 8 9:29 . -0:05 1:49:.� 0.,04. - LOAD -I'D 15 Dead+0.3Wind -Suctionl --------------------------------------- - Bay. .'Offset, (f�t) • :Calc Limit . .Ratio- �� - -- - LEkt. ` . .0;.00 .:-O:Tp . 1 13::50 '.0.38 2:16. : 0:18: . - 0;52 2.32:. 0_:23 3 . 7:21 0:04 1.15 0:04 - 4 11:83 :0.30 :1:89. .. .0:16: 5: 11.83 0.3:0 . 2..89. 0::16.. 6. 11;83. 0.30 : 1.89': • 0.16 .7 11:83.-_..0.30 . 1::89: .. .0':16: :- 8.. 9:29 0.12 .-1'..49'. • 0::08.- ------------------- K2180744A : : R06f Pa.nel--Design : 10/ 4/21 :11:'17am PANEL LAYOUT:. Surf. Surface No:. Max -'-S:t-iffness-=- I:d Part. Type Gage Yield Length• . Purl'in. ..Space: 'Rotation. Shear. ,. . 2'' KR6 KR2' '26.00 '. .�80:0 . 33:.11 12 : 2:91Z G.44 16.00 ob"No. K2180749Fi: Designer'. JMH . . KI R:BY J . c,istomer Kings Commercial Center. Checker. - BUILDING . $YSTEMS : : «..�o..a.... Ad :B;..Kings Hwy Seal Engr. dress' .hots: 1&2 Blocic . : _ . eEneasOwnakseErrce-eu�wraci. ': Fort.Pierce; 'FL.34948_ Revision # -3 KR6-' . . - . .KR2.; 26.00 :,8010. .' ' ' ,33:'11- ' . . 12 :'2.917 .. ' . . .0:44. 1.6,.;00 -,PANEL"STRENGTH: -------- -------- --------- -------- . Support . . . '.; , . Mid'span.'.: Surf :,;Load Moment(ft-:lb/it•). . Moment(ft.-lb'/ft) -Id Area:,., "I'd :Offset. ' Calc. Limit. Ratio. Offset-: Calc- Limit',Ratio ------------ ------ 2.- Left- ' :.: 1 .' ' ; .'.3T:8_ ' .20�3 138:3: Q:1'5 0'.9 -'=9'.3 111'.7- •• 0.08 2 31..8-' 2 .'138..3.. 0':02._ 0':9'. 1.2' 3 . 31.8 . :'15:.2 .1.38.3 :'0.:11 0:9 ; -7-:0' 111:7 :• 0..0.6' 4 31,8: -62-.13 111:7: 0:56 0-.9''.. -39':3 :'138-.3 •.. 0. 82 . : 5 31..8.. -138.3..- 0.18.' ..0.9-.-11-6- 11.1-:7 . 0.1:0 6. 31.8 73Z,8 .1.11.7 0.29 0;9 23:.1 "138:3 : 0..1.7 ' �':. :: 31';8: 1.2..1 138.3: 0 '.09 0•.9 ..=5:5:-11:1.7 .. 0.05 -. 8 31..8.. =46.0.'111..7.. '0-A1. .0-:9. 29.:1 138:3 ,' •0:2.1. 0.6 0.+ 6:.5 :7 ..'0'.9. 3-1.8 :14:1 ,136.3 '0.10 9 '111.' •' A `31;8'. -63..3 111;7. 0.:5-7 .0:9-.. -39-.7 :-13:8:3 '.. 0.29: . 2 Ceriter 1 31.8.• "20.3 1:38.3.. • 0:15 .0:9 * 79.3 111.7' 0.•0:8 2 3-1.8 2:.7 1.38.3 0.:02 0:9 -1:2 "111:7 0.0.1 3 31:8: 15..2 138:3: 0:.11 :0:9 '..-7:0 11:1.7 '.. 0.06 . . 4 2.3.. =40.1 1.11.7.. ,0:36 0:9 28.:5 13.8-:3 0.2:1 ,5 . .31.8 . .25:.3 1.38.3 0.:18 0:9 :-11:.6 111."7 0.1.0 6. 2.3' .3: -21.,1 M.-T. '0.'19 0.9'.. 15:0' 13.8.3 .. 0.11 7 31.8.. -'12.1 1:38.3..- -0:09 A:9 -5.5 111.-7 "0:0.5. . .8 2.3 .-29'.6 111.7 . .0.27 0:9 . 21:.1 138':3 0.15 ' 9 .� � 31:8'. 14..+1 138:3: 0':10 '0 9'.. =6:5 :111:1 ..''0.06.- . 0 2 3.. -40 �8 111 7„ 0 37 " 0 9 9 0 13.8 3 0.21 1 • . 2 - 2 Right 1 :- 31.8 . .20::�3 13.8.3 . .0.15' 0':9 9:.3 111':7 ; 0.08 ":• 2' 31:8:•' 2.: 7 138:3:. 0:02 0.01 ':3 31'.8.. '15:2 1:38.3.. :'0.:11 09 -7.0 111::7 "0:0:6. 4 =51.8 .-62:.3 1. ,1.7 . .0.:56 "0:9 ; 39:3 138':3 0.28 5 31:8. 25:3 138:3. 0:18 0.9" =11:6 :111.7• 0.10 .: . 6 31.8.. -32 A 111.7..' •0:29 0-:9 :23.1 138.3 "0.17- 7 . 3:1.8 . .12'.1 138.3 . .0.09 0'.9 -5;5 -111: .7 ' ' 05 . 8 31.8. -46:0 111:T. 0:4-1 0.9 -29:1":138.3 0.21 . -:9 31.8 14.1 138.3 0:10 0:9 -6.'5 111:;7- �0..06. 10 31.8 63.3 111.7 . .0.57 - 0.9 ". 39;T-138'.3 'A'.29 .3. „ Left.: : 1 1:3.. -20:3 -138'.3_': 0:1'5 _ 20.0 '-9..0 111.7 .0..08 2 . 1.3 . . -2':7 138.3 . .-0.02' 20'.0 1;2: -111.7. .-0'.01:- 3 1.13-. 15.2 138.3-. 0.11' 20,0• 6:7 ..11-1.7• 06 :4 -' .1'.3 '-62.3 .111�.7 -0:56 32::3 .28.'5. 138::3. "0.:2'1. . . "5 . 1.3 . .-25':3 '138.3 . A -18' 20'.0 '=11.2: 111'..7 -."0.10: ..6. 1,.3'. -32':8 111..7'.' 0.2:9 32.5 '.16:T..138.3 ':0.12 ':7 1':3 ' 12:1 .1.38:3 .'0.-0-5 20::0.' 8 . 1.3 -46;6: 11:1.7 .'..0.41' . 32.3 .'21:1: -138.3 '. 0:15: 9. ..1 :3.'. 14::1 138.:3-. . 0.1:0 20.0. ':-6:2,11-1.7.' ':0.06 .: . .. . . . 1:0 ,' ,: : �. 1.3 :-6 3:1 .111.7 0:57 : �, . ' 3 2::3.� .2 8.8. 13 8::3.- "0.:21. 3 .'Center- I . 1.3 :.:20..3 13:8.3 .'.'0.-15: 20•..0 -9.0: 111,:7 0.08: 2- 1.:3. 2::T 138.:3'.'. 0:0:2 . .: :20.0. 1:2 .111.7: ":0.01 .: . 3 1":3 15:2 -138:3 0:11 : 20::0. "-6.7. 111::7. -0.-06. 4 : 15;6 .._37:9. 11:1.7 "':0.39' . ': 32'.:3 20:7: 138.:3 0.15: 5 "'I.:3 25.3 138..3- 0:1:8 ' : :20.0. =:11•2 :111.7: :0.10 6 31:1 =18.5 .111.7 :-0.17 . 32::3. ,'I0.9. 138::3. :0..08- A 240 KI RBY•. �J $ Designer JMH .. Job No: K21 0744A.• �' ". •" ' BUILDiN6 " ustomer Kings':Commercial. Center• Checker. StEMS ' SY Address Lots. 1&2 .Block:B.;.:Kings HWy : .'Seal"Engr. UinEk UiUTIONz eErt�rt:eunoiacS ." :Fort" Pierce; FL.34948. Aevisioic "# 7.: 1.,3 :12!1, .138..3 :'0.09. .".. . .20:0 =5".3":111.7 0..05 .8 :9 - 15.:6- 27•.9 111..7" ' 0.2"5 :. 32.3' 15'.3 :13�8.3" Q.11 : .- . 1.3 14�1 :138.3 :0".10 ; 20.0 :6.�2 111:7 0:06 10. 15.6 ._38:.�8'.1.1�T.7 0.35 . .. 32:3 21.1 138:3 0..15- 0 3.: Right 1. 1.:3 20•,�3 138..3 '.-15 20,.0,-- =9-:0 :'111'. • 0.08 . 2 i..3" 2:I7. 138..3• 0.02.. 20-:0 . 1.2 111:7 .• •0.01 3 1.3 :15.2 .138.3 :0.-11 . 20:0 6:7 '111:7 0..06 4 -1;3. -62..-3 111:7:• 0.56 :'.'32'.3- ..28-.5:138.3 . 0.21 .5 l..3. - 25:3. 138..3.. - 0-:18. .2.0:0 .-11.,2 111":7 0.l'o- 6. . 1.3 -32:.8 .1.11.7 :0.29 . .- ' 32:3 16..7" '138:3 0.12"" : ; . 7 , .. 1;3: 12..1 138:3. 0:.09 2:0.0" 5:3:11:1.71 .. 0.05 :. 8 1..3.. '46:0. l�ll..7.. -'0:41. .32-:3 . 21.:1- 138"."3 . 0.15 9. 1.3 - :14'.1 .136.5 :0.:10 90;0 -6.2- Ill:7 0.•0.6. 10 . .. 1;3: -63..3 Ill.-T " 0 '5-7 32".3 ..28".8 ;138.3 _ 0.21: .' PANEL-'DEFLECTION: Surf Load "-=---D:eflec�tion("in)-- Id Area: -'.I d Off set.. 'Calls. I;imit.. Ratio, .. -2 Left. , 11 13.3; -0:.01 0:58; 0:.0.1 •'12 13.3.. =0:01 0.58.. '0-.01 13 -1.2 0.D2 -'.0-.4 6 0.'05 2 Center. 11 13.3: -0•:.0{l 0.•58:. " 0:D-1 -.1-2 13.3.. =0•:01 0.58.. "0:01 . • 13 1.2 . .0.:02 0":46. .0.04 2 Right 11 13:3; -O:.Oa� " 0:58:. 0:.0.1 1-2 13.3.- -0-:01 0.58.. . 0:01 13 1.2 . ..'o-02 0:46 .0.:05 3 Left: •11 20".0."-0:01 1 2 20.0 O1 "0:58 .".0.:01. . .0.. 13 20:0 0:02 0':58 0":04 3 Center '. •"11 20'.0 '-0:0'1 0..58 ': 0:01 12 2'0.0 . 0.01 0:.5 8 .'".0.01 i 13' - 20.0. 0:02 O',58'.'. 0.;0:3 3 Right : 1:1 m 20.0••'=0":0"1• 0.58_• 0.0"1 " 12 20.0 0.01 0:.58 . ,0.01 13 •'2-0.0.'• 0.02 '0':58 0:04 LOAD COMBINATION:., .', Load "Id -Description. : Dead:+Live 2 :Dead. 3 Dead+0.6Wind:Pressute1." -4 ".Dead+O:6Wind. Suctiornl . .. 5" :Dead+O.•75Live+O:"45Wind.•P:ressurel. • :6 Dead+0:7:5Livet0:45Wind. Suct onl '. - "Dead+'0:4"5Wirid" Pressurel ' -8 Dead+0.45Wirid Suctionl. 9 0.:6De6d+:0.6Wirid Pres"surel 10 : '0'.6Dead+0.:6Wi rid,Suctionl. 11 'I;ive : : - Job No: K21 0744A. Designer:. 48.. JMH KIRBY customer Kin s .Commercial. Centel• . Checker. BUILDiN6,. 9. . SYSTEMS Lots. l&2..Blo. k: ; .King $ . .s _ Seal Engr. . •Address' c Hwy UMOSCwTIONS ertEtc.eunoigcs. :Fort :Pierce; 'FL.34948 Revision '# 12. -Wind, Pressurel -'13.: Wind_Suctionl. K2.180744A :Extension.Panel Design 10/'.4/21 11:17am PANEL.LAYOUT:. .. . Ext.; Surface No: Id, 'Locate : Part- :,.:Type .. :Gage.: Yield Length .. Purlin Space -------- ---- 1. Roof KR6.- KR2, 26:.00 '. 80..0 5:02 :• 2- 1:6., 2 . :.: PANEL.STRENGTH: - -------- --- - --- --- . . Support . . - 'Midspan Ext '. : •Load• Moment:{ft-lb/ft) -: - Moment(ft-lb/ft:) ".. -Id -Area Id - Offset :Calc Limit -Ratio Offset :• Calc •Limit Ratio { 1 . .. Roof:. :1 1..7_ 6.f7. 138.-3.. -0-:05. 0:7 - 75.:0 1.11.7 • 0;0:4 : - 2 1.7 0.9 1.38.3 0..01 '0:7 0:.7 111:7 0.01 ' 3 :l:T. 3..-7 138:3. 0:D03 0.7 .. -2:7 ••111.7 .A.02 4 1.7.. -19.1 1:11.7.. 0:17 0:7 14.:1 138:3 0:1:0 5 _.1.7 • - .7..4 1.38.3 . •-0.'05 0.7 -5:5 111.•7 0.05 6 - 1:7:• -9..7 111:T. • 0:.09 0.7 '.. � 7:2 13:8.3 .. 0.05.. . 7 1.7.. 3.0 1:38.3.. 0:0'2 .0:7 -2.2 111-:7 0.-02- .8 -1.7 14:.1 1.11.7 • •.0.:13 '0:7 ;. 10:.4- 138.3 0.0.8 : . :• g' : 1:7:• 3..4 138:3: 0:.02 0.7 .. =2:5-111.7=.. 0.02. 10 1.7.. -19.4 -111.7... 0.'17 0:.7- 14.3- 138:3 -0.10 -PANEL :DEFLECTION Ext Load•'.:,7-:---Defleciti:on(in.)--=-- I•d -' ,"Area. 'Id Offset Ga:lc Limit .Ratio' ---- . --------.. .--- ------ ----- ----- ----- . . 1' 'Roof.. - 1:1 -A'.8 0:0'0 0.33 0:0'0 . '12 0.8 . .0.00' '0.33 . .0.00 13' ."0:8 0:nf 0':33'.' 0:02 LOAD COMBINATION: Load .'. '. -Id' Description : • ...1 -Dead+Live - 2' - ':Dead.. .'. .3 Dead+O:6Wind'.Pressurel. 4 Dead:+O.6Wind. Suction'1 . 5 ':Dead+O.-75Live+0.45Wind. Pressurel. 6 Dead+O:7'5Live+O;45Wind. Suctioiil ': '7 : .'Dead+0.45Wirid' Pressurel. _ .. 8 ':Dead+0.45Wind Su-ctionl. :9 .0.:6Dead+:0.6Wirid.-Pressurel 10 : 0.6Dead+'0 AWind-Suct on-l. " -11' . Zive•. . , 12' 'Wind. Pressurel . -1.3 : , Wind 'Suctionl A 242: . K210744 .' JMHJob No. KIRBY . Kings":Comera Cno ® c ter. Checker .`:. SYSTEMS " .K" ings Hw 'Seal EAddress" Lots 1&2Blo k8; y ngr.' "•:eMRSdLUTIOS.eerr BVILDIRrt Ford".Pierce; 'FL-34948. Revision # K2180744A :Attachment Loads 4/21 11:17am ----==--=--------=--=-=-=-=--_--- . --------------------------------------==__________=_==__=_=_=_=_=_____=_=_=_==__" ROOF .LOADS" EAT .Attach: -----------=-Winci-=----------- --------- Seismic(a).---------- Ad : "Locate' , . Walll:.: Wa112 " Roof React Wally ' Wa112" Roof React 1 1 0._00 :'.: 2..85 " 0;9:6 0.00:.: :11..9'4 O sQ02 0:002 0..2"1 •0:72 1" 16,-6:5 4.71 :"., 0..9.3"" O,:O:Oi 0.00 : .; :0.00.4 ' O:Q04 " . .. 0.33 : . 0..•00 l 33..0.0 ' '. •4..4.6- 0.50:-.. 0..0.0 ' 0..0.0 0.004 . . 0".002- 0;33 0.00:-.: 1 .49.65 4..7.0 1._0:9 0.00 0..0.0 0:00:4 '.0:005: . 0..33 " 0;0.0" 1" '66;0:0 2.81 0..8.7 -0.0:0{ '.11.54 .0.Q02- .'0;002 0.24 0..7.5 � . 3' 0.00 3..3.7 Q. 0.00�:'. :11..9.4 0.002 0.'002 :." :" 0..2.1" 0,'72 - ."16;6:5 4.89 :• 0..89- 0.0:0 . 0.00 0•.00.4 0;00:4• 0.33 0..0.0 ."3:. . '33..0.0 • 2;6:3 0.85 0.0.0� 0;0:0 . .0:002 0.00.4" 0.33 0.00 . . :3 49.65 - 5.7.4 0.8:9 0.00• 0.0.0 " 0:00:5• ".0-.004 : 0.33 0:0:0" 3 66.0:0 2.90 0.8.6 0.OD 11.94 .0.0.02• "'0:002, 0.24 : 0.75 ..ROOF SHEAR EW, :Attach Locate: . Id Start End. Wind " S.eismilc(a) -- ------ ------ -"------- ---------- 1 0.00.. 16.65:. 8.13 . 0.-51 1 1.6:65 33.00.. 2.4:9 .' 0.117 :. X: 33.00'. 4.9:65 72'.43 1: 45.65..'•' 66:00: 8.26.' 0:51 3 0:00. 16:65 7.71 0.�51 3.• •1:6.65 33:0Q. 1.93.' 0:17 3• 33:00 .49.65 1:5.5• 0:17 : 3 49':6S.'• ' 66::00 8.19 0.'51 (:a)Seismic.results: based :on' base shear• values . . LOAD •COMBINATIONS '. . Max Wind Coe ff 0.600: ". Max -Seismic Cbeff.' :.700.. . SEISMIC..LOAD Seismic Coe£f= 0::010: . .. .. Roof. Dead= 10:000.". Roof Total=.'10.'000 " Left. . EW. Dead 2::500 Fr:ont "SW Dead 2:500'. . .. . Right. EW. Dead-, :2:500 Back. "SW. Dead -'2::500 Extend : :Total 3.000 " A 243 ; K Job- No: K2180.744A.. - Designer-. JMH IRBY Customr e Kings :Cotpmercial, Center.. Cfiecker BUILDING s SYSTEMS Address' .Lot- 1&2..Block:B.;..Kings HWy :• .•Seal'Engr. .«..�e:.d... . . BEneeseiuriokieerrU:Buaothct,. Fort' j?ier.ce; 'FL.94948 '. Revision K2-18.0744A :-Roof _Diagonal Bracing. 10/ 4/21 11:17am PANEL.SHEAR: Limit 0:0 Cale. Wind., 24.8 . :Seismic 4:5 DIAGONAL.-BRACING:. . :. . : . Brace .Terision.(k.) Bay Brace- Locate- ------Diag_Brace---.-= ----Wind.-_-- --:-Seismic- Max.. Id Start .. End : Type Size: - Part Calc Limit: Cale: Limit UC :KL%R . .. _ 3 0:00 :• 16-65 ' R 0..-625 . RD:05 3.6:9 '7.34 0.27 -7.34 0:50.. 16'..65 .. - 33,00 R. 0.625: RD.05 - 1.12 7:34: 0..09 7.:34 0.'15 33..00' 49.65 .. R 0:.625.. RD05- 1.12 7:34.. 0.09 7:.34 '0:15: '49.65 66..00-'- R. 0..625 .RD:05 3:7:1 7.'34'• 0:.27 .. -7:'39 0:50.. 5 0..00 '- :16.65 '.. R 0:,625.. 'RD05- :- 2.97 7:34.. 0.22 7:34 A 40: •'16.65 33..00- R 0..625 RD:05- 0.•9.1 '7•.'34 - -0..07 .. '7:34 0:12.. -33.00 .. - 49.65 R. 0.625: RD.05 0.90 '7.34: 0-07 .-7.:34' .0.12 49..65 - 66.00 .. R. : 0:.625.. 'RD05- .. 3.00 . .7:34.. 0.22 7.34 0.41------------- ------------- K21807:44A Extension Diagonal Bracing '10/ :4121.. 11 17am: ___=___=---_--_____=---_=-_=___=--- PANEL• SHEAR . Ext =Panel -Shear- Id. Cal:c .1 . . . ..0.00 90.00 K2180744A Bracing Deflection, = 1'0/--4•/21;. ll:17am:, ROOF ATTACHMENT DEFLECTION: Spari/Deflect .- Wall.- Attach. D&flec'tiori.(in). Wind--;- Seismic- I'd Locate: Wind.' Seismic'.. . Calc'himit - Cale:-Limit 1. 0.0. :0::'91 ' . : '0.18: . 236. . 6:0 1173. ' :4.0. .. :1 -- 16.6: . 1,'01. . :0.19 230 -60 : -,-1217-- .-40 - • I : . . 33:0.: : 1.09 0.19. : 239 60 :1287 40.. 1 49.6. 1::01 6.19: -229 6:0 1216. :4-0. .. : : :1 66.0: 1..00 :0.21 : : -216 60 : -1034: 40 • . • K Job' No: K2180744A.- Designer'. JMH"' I RBT. Customer Kings.Commerc a�. Center.. Cfiecker ' • BUILDING.. s :. SYSTEMS :B;--Kings Hwy Seal Engr• Address' Lot . 1&2."Block 4 . Bin¢AsdiUTIOHz8"e.BUILOWC& ': : Fort ,Pier.ce; FL.34948• Revision "# WALL; .DEFLECTION_AT-EAVE . . Span/Deflect : , ..Wall Wal-i Deflection(in)' ---Wind"-- =Seismic= Id Height': -':Wind Seismic:.- Calc"Limit Calc Limit 2 18.0 1:00 0..2.1 f216 60 1034 40 4 18•:0 0 -91 0.18 I238. . 60.' 1113 .40 . . K2.18Q7.44A. Purl in. Strut, .Long.itudinal Load• .10/ .4/21 11::17am. -------------------- Surf Brace Purl" Ba.y Purin: 'Load.---=Axial (k)--- -'--"Moment(f-k). Ax1:+Mom. Max." . • _ Id. • Locate. Id- Id:Part :Id Ca.lc Limit: UC " ,Calc: Limit UC Loc -. UC:•KL/R 2: 1:4.7 • :6 :• 1 95Z089: I 0.90 1.8:36 0:0:5 2.4 7.23 0.'34 MidS: 0.3.9 88 ( 16;6:)" 2: -0:.1:7 4.9:10: 0..0.0 2;4: 7:23 0.34 MidS.. 0.34': 88 3.. 0:68. 18-.36 0.04 :. 1..4 -10-.33. 0 14, RLap 0;1'8 .88 : - ..4 0.13 -49:10"0:00" 1.4 10.33 .0 14 .RLap; 0.•14 88• .. .0-:68 18";36 0._04: �1;0 7:23 0.14 MidS 0.T8 : . 88 " 6.. -0":13 4:9".10.. 0.00 , 1.0.. 7:23 0,14" MidS 0.•1:4 .8:8 ' 7 0.:90 18::36 0.-0:5• �.. 2.6: .7.23 0..37 MdS:" 0'.42 '88 • �8: 0•:17 49:10:. 0.00 .2:6:. 7:2-3 0.37 NIidS.. a.36 88' �. :. . .. .." • 9. '0•:O1 •18•.36 •�0.00•• 1.5 �10 33 0' 15.'RLap' .•0.15 .88 " 10 . .0.01` 1$::36 .0.•0.0" 4.3 •10.33 0 42•'RLap:. 0:.42" 88 . " " .1:5�. 10:3.3 RLap." O.I5 :•• .88 11. 0":01 T8:36�. 0.00 0.15 12.. 0:01 18".36.. 0.00 . 0.3.. 10:33 0:.03 RLap.0.0.5 88 2:.'- '.1:4.7 ::6 2: 952075:. 1 0.:90 13::42 ."-0.0.7 =:3.3 8.A5 0..39 ZLap;'0.46: .45 . •'( 16:6.) 2: -0:.17 41',38: �0.00: 3:3:. 8:95 0:39 ILap.. 0.39 95" 42.'0.05 . •. ., 1.4.. �'8;45 •0;.17•'LLap.0:22" 95 . - .. . .0. '0- � :1.9 .8.'45" 0..::17 'I;La . 0:17: .45 0:68 13:42--'0.05 .1:3. 8:45 0:16 LLap '0.21': 95'"" : 6.• -0:13 4I:38.::0.00. '=1.3.': 8,45 0;.16• LLap.'0:1:6 95" • - .8;.' 0;17 41':38;"0:00 3:5;. 8:45 0:'42 LLap., 0 42' 95' 9..,.� . . . : . .. . . :02 13,42..":0.00", 1.5.. : 8:45 0;:18" LLap.0.18. ':9:5 . : . . 10: i 0.02' 13: .42 "0.-00- ':9".3 A.'45' . 0:52 LLap'"0:52: 95 Al. ";0:02 13.42:.�0.00: :1:5:.' 8;45 0:18 LL6p.::0•18 : 95' . . • 12_: 0:02 .13•42_:0.00.. .'0.3_- 8:45 0.04:LLap.'0..0:4 95 2.-. ' 1:4.7. . 6 3: 95Z067. . 1" A.14" 15::51 .0..0"7 ..=:1.8 .' .•7.I3 0..:26. LLap:. 0:33 48 2. A.5:7 15.51:.'0':04: 1..8 7.13 0:26 LLap.. 0 30 48 3„ 0:8"6 .1;5 51 :0.06 : '0'.8._ 5:68 0:.14. LLap:O.•20 48 , 4 . ..0.43 15: 51 .'0..03- :0 8 . ..5.68 0_::14. LLap:. 0:17: 48 . . � 5;. '0:8:6 15.51,.'0'.06: '0..7. 7:1:3 0:11 •LLap :0.16-.• 48 . - .0 41 .15 51 ':0 03.. 0 7 7 13 .0:11. LLap.0..14. 4:8 6 7 . .,1.14" 15: •51 .'0 .07 :-:1.9 : ,7.13" 0:28. LLap.'0":35: 4$ 8. . 0:5.7 15.51.'0.'04: 1.:9.'. 7.1:3 0.28 LLap :0.31 .: . 48 ." 9 0.05 '15. 51 :0.00.: 0 8 5.68 0:15. LLap.0.15. . 4:8 10. ,0.03 15:51 "0.00. 2.4 . .:5.68" 0::43. LLap 0:43: 48 . ii. . 00:3 15.:51.'000: 0.:8 5:68 0;1.'5 LL6p":0'.15 .: ."48' : .12 ': 0 05 '15 51 ':0 00',: 0 1 : '5:68 '0:03. LLap-0.04 4:8 :2,'. 14.7 6 4: '95Z067 1 0.36`'12::�8 "0.03. `'. ':1.9 ,' A.99' 0::30. M dS" 0:32: 78 A 245 .. :. Job No K21 Designer JMH•' KIRBY customer "Kings .Commercial. Center. Cki6cker• y .. 'BUILDING SYSTEMS Address' Lots. 1&2..B1ock:B' Kin9 s -Hwy . Seal Engr e¢nERSdiWIONS.SEntr.BUILO GItI Fort)".Pierce; FL.34948 Revision 16,-6.) 2 0.38 .12:78 0...03 1._4, 4-.-99 .0.30 MidS- 0.,33 : .; .78 . .. ' . . 0".27.;12".Z8"• '0.02 :'.. " 0...8"" ,7.13. 0-:13, RZap 0.:15 . .''"78; :- . 4 :0.29. .12.78 •0.;02 " . 0.8 " :7.-13 .0-.I3".RLap 0...1-5 ; " .78., " , ,5!. 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G 4..0.' 8:2:4 0.50 RLap 0 50 , 78 11_ ' 0:02 15 61.::0.0G. 1.4.': 8.24 0;17" RLap.'0.1. 78' . . 12 . ..0.03' 15 61 .0.00. ':0.3 . ..8.24' 004. RLap. 0:04: 78 3 51..4-.'. 7. 8'..95'Z105 1.'-0:2:5 57.5Z, 0.00: 3 .5• 9. 0:6 0: d39 Mi S*:0.38': 96 ( 49.6): 2 1:32 .20.80 :0A6.: : . 3.5 9.06 .0-;39:MidS 0.:45. 9.6 - - . " 3 .' ..0.19 �57: 92 :0.:00- 1 5 .1.2.95 0::12. M.idS. 0''12:" . 9�6 4. 0:9:9 20.80.'0.05: 1..:5.'12:95 0,12 MidS :0.17 .- 96 '5 :-0:19 .57.92 :0.00 : . 1,:4 : 9.0'6 .0-.16. MdS 0.:16. 9:6 . . 6 ' 0.99, 20:.80 0.:05- :1.4 9.06, 0::16. MidS 0:.21:" - 96 - :7 ,-0:25 57..92• '0.'00: 3.7 . 9:0:6 0.41 MidS :0'.41 : . 96 . : 8 1:32 '20.80 ff.06 : . 3:7 : 9.06 0.41. MidS '0..48. 96' 9 ' .:'0.01 20::80 0.:00. =:1.6 -12.95" 0::13" MidS. 0:13: 96 . 25"5 . . Job No K2180744P:.: .• . . Designer'. .K JMH•' . . 1RBY Customer Kin1 s,.Commercal Center• . Checker.' — •BUILDING,. S. SYSTEMS L '. 1& k:B;..Kings 'Hwy .'Seal,'Engr. Addiess of 2.Bloc :eeneasoiurioKs eMtPSua)ING& Fort .Pierce; RL.34948,'. Revision # 10 0.01 -20:80 0,..00 : _ 4.6- 12.95 0.36 MidS•• 0..36 96. . - 11• 0 01":20.80 0..00'._ -1...6- 12.95.,0•.13 Mi;dS 0.:13' , . 96 :12 0.01-.20.:80 0.:00 -0..3 12.95. .0.03 .MdS 0,..03': . .96.. ________________ _ {=_=_=_= ---------= --------------- __ K2180794A Eawe .Strut; L64'i'tudina1"Lo'ad"(Wal1 2)- : . .10/ 4/21.-11:17am f __________________^__-_-_______________= Wall Bay Eave Load:. ----Axial(k)-- - --Moment(f-k)---. Axl+Mom :'Max Id 'Id'.Part. Id Calc :Limit UC :. Ca1G Zimit: .UC . - .UC. KL/s 2. 1 .95E075. 1 1.69.. 21:18 .0.08.. 0:00 8.8.7 0.00. 0:08 0 2 _ �.0:51 :44:.31 .0:01 : . 0..00 8.87 :0.:00 .= � 0.01. 0 .. .. .3.. `1;26:. 21..18 .'0:06. 0..00 . 8,8.7 0.00 0.06 . .. 0 :. 4• 0•.39.. 4 31 0•.01 0:00 8..$7 '0-:00. 0-.'0-1 0 :5 . 1:26 21:.18 .0:06 0:.00 .. 8.87 0.:00 0:06 0 ' 6.. 0:39:. 44..31 0:01:• 0..00 •8.87 0:.00 0.:01 0 7 1-.69.. 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':8'.87'.0.00' : '0.02 . 0: 12 0'.'47. . 21.:18. 0.:02. 0::00. 8.:87. 0:0:0' .0.02 0 .: . 2 . 4:9:5E075 1 .: .-3.00 44:31 0.07 0:"00 8.87: 0:00 . 0:0.7 0. .. 2. 4::'20 . .:21-.18.-0::'20 . .. .0;00. -:8'.87 ;0.00 0:20 . 0: 3 2'.:25. . 44::31. 0'.'05. 0::00. 8.:87. 0.0:0 .0.05 0 . 4 3.15 21;18 0.15 0:00 . 8.87: •0:00 : 0:15 0. 5 2::2 5-. . � :�44:31. 0:.'05 :0:00. :8�.87 :0.00 0:05 ... 0: . . 6 : � . 3.:15 . 21.:18. 0.:I5 ''0::00.- .8..87 0.15. . 0:0.0 ..0. 7 .. : :-3.00 44.31'0.07 0:00 '8':87: :0:00 : 0:07 .. 0 .. 8.'.• '. 4.. 0'2 - -.121,;18. 0::20, : :0;00: :8'.87'.:0.00 :0:20 . . 0: A-25 Job' No. K2180'749A.- w Designer ..JMH- .• AIIRBY Customer Kings".Commercial. Center.. Checker STEMS :B;..Kings Hwy:-.'Seal"Engr. S"YS Address "Lotl . l&2..Block " BMERSOLUTIONS.BETIMBUILDfNGt.: ' -.For Pierce;":FL.34948_'. Revision # .9 0:28 21-.18 .0:01 .0.00'. '8.87" 0'.00 0.01 0 .. '1 0' 0'.21 21:18 •0.of. 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Revision _ _ 3- ' ; .'.0:39 44-.'31'.0:01 0:11 8.87 O:OT " 0.02. . .. . .33 4 1'.30 20.85 0'.06- -0:11 8...87, :0'.01. 0.07 -3-3" .. :. . • : " : ::5 _0.39� :4 4:.31 0.:01 : .;0:10" 7. .�0.71 :01_ ." 0.: - 02. .33 ; • :" : .. 6- ' : . .1:30 " 20.�85'.0:06 0-:10'."7._71 0".0I - . :-0.08 . 33 : .. _ . 7 0:52 44:31 0:Q1 •0:26 7_..71 :0:03.- 0" 0"4 ;". 3-3 8 1:74 :2.0':85" 0-:08 "0:26 " 7.71 :0.03 . 0:12. : 33 ' .9.. . .-.•0:01. ' 20.85'.0:00- .4.11 . •8.:87 0:01 0.�01 . •• . .33 :".• : ; . - 10 .0:01•. �"20:85 '0".QO"" 0:32 8..87 0:04. 0.0"4 33 . . :'11. 0:01 - :20.:85"0.00 : . 0:11 •. 8.87 :-0.01 "0:01. 33 12.. .0:01: 20..85.0:00. -0..03 . 8.8:7 0..00 0.:00 33. K2.1807.44A. Eave.(Wall= 2) : 10/ •4/21 11::17am.. : . . "SAVE STRUT Wa-11 .Id - 2 ------------------------ LAYOUT:: Available: Design 'Reduction Bay Length Lap(ft.j _. .. Load No:- ,. N:o." . ,Unit Total F act or.. Id "Part (ft) Left.. "Right "Width strap. Row •Weight ..'Weight, :. Out.. 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Loc': 'Lap Sup LExt. 0:00 . 0::00. . 1 . .. .0.00 : 0:00 0::00. :0'.00 .: :13.50 0.Go, 2 0:0:0 0;00. 0;'00 "0.,00. 14:.�52 " : : 0:00 . 3. 0:00 . 0::00. 0;00. 0:00: 7,:21_ 0.00 4. .. .0.00 0:00 0::00. .. : : :0.00 : '11.83 0:0:0 5 0:Off 0:00. 0.00 0.:00. 11:.83 0:00 : 6. 0:00 : 0::00. :0;00." 0:00: ]1,:83. . 0.00.• _ . .. . : ;. •' Job No. K218 07 9 9A.- . �' � � .• Designer". � � JMH- . . KIRBY.. BUILDING Customer K ings Commercial Center .' ' Ctieck®r SYSTEMS Address, .Lots. 1&2..Block:%..Kip4s Hwy : . Seal Engr. II . krreRsoiurJokzeEnEx:eunntxsS. or .Pierce; RL.39948. Revision #" 7'. :0.00. : 0:00 .0...00'. 0..00: .;11'.83.. i 0.00 :8 0'.00 0.00'.. 0.00 0.'00 . . .9'.:21 0:00. 9 .. :0".15., 0".15 . . 0:00 0,..39 . .:5:24.. 0:00 .0.01 . 0.00 "0.50- 0.00 'STRENGTH/DEFLECTION: Ba Shear(k)�- -=--= ==--=Moment(f=k)=.- "=Mom+Shr= .'.Deflect'(.ih) '. . .Id : Loc. Calc- Limit UC LP Calc• Limit UC Loa '.UC ' Calc Limit ---- -------- ----- --- ---- ------ ----- '----' ---- ---- -=--- ----- LExt. LSup 0..00 A..24 .0..00-, LSup 0-.'00 - :8..87 .0..00, "LSup 0..00 010.0 1 LSup .0:00: 4':2-4 0:00 : LSu� 0;00:' 8:.87 .0;00. LSup' 0:00. 0..0.0 2 .. LSup:. .0.00. 4.24. 0:".00 ..LSup: . .0-.00.. 8.87.-0:.O0 '.. LSup:0.:00 0.00 : ,. 3, LSup 0.00 .4.24 .0..00 LSup '.0.00 .8.87 -0..00 . LSup 0 '00 0;0:0 ;4 LSup 0 00' 4.:24 0.00 LSup 0,00: 8:8"7 Q.00 LSup 0.00.- 0..00 " 5-'..LSup: 0.00.. 4:24. 0:..00 .. LSup: 0.00..- 8-.87 -0.00 '.. LSup:0 A . ..0.00: . 6- LSup .0.00 .4.24 0..00 .`-LSup _ D.00- :8.:87 _0-.00 : LSup 0:.00 0;0:0 7 LSup 0;00; 4:24 0.00 LSup} '0 00:• 8:.87 0.00 :• LSup 0.00. 0..0.0 LSup;. :0:00. 4.24 0:.00 .. LSup: • :0".00..-"8.87 0:.00 .. LSup:0..00 . ..0.00 9"' RSup .0.'l5 4.24 0..04• "MidS =.0:39 .8.:87 _O..b4 LSup 0:.00 -0;0:1 RExt :• LSup ' '0 03:. 4•:24 0.01 LSupf ..'0 0 1' " 8:.8.7 0.00 :• LSup-0;00, 0.0.0 LOAD ID 2: D.ead+Coll:ateraT REACTIONS:: . ------=--Sh:ear(.k)-=----=-- .. '-=---=----..---=Moment(f.-k)=----:---=.-=-=-- . Bay'.. Left Left. Right.. Right,' L:eft ..--Left MidSpa.n Right :Id.•.' ; :S' '.. -'Lap Lap.. Sup :" Sup :. Lap . ..- Mdm: Lod... 'Lap Sup. •LExt'.. '0":00 . 0.'00. •' .. .0'.00 .. 0.00: 1:11. 0.:00 1 ..0.00 0.00 0.,00 -: : 0.00'. -1:3.50.. 0.00 2 0:00 0::00 '.. - 0:00 . 0:00 14::52 0:00 3 ' "-"0:00 . 0:00 1. 0:00 -- '0'.00 7:21'.' : ,0.00 4- : ..0.:00 0:00 0.,00 .0.00'. 11.83,. 0.0.0 5 :. O;O:p 0::00 0:00 0:00 11:�83 . : 0:00 . 6: :"0.;00 . 0.:00 r .0;:00 .. 0.00 1T:83;. .• . . 0.:00 •'.. "7 .' .•0.00 0.00 0:00• 0.00 1:1.83 0.'00 8 0.;0:0 0:00 0:00 :0.00• 9::21 . , 0.;00 9=. 0:04 _0_:'04." 0.:00 .. 0.11 5':24;. 0.;00 RExt : -0.01 0:•00 0::00 ..0.00 . 0,50 0.0.0 :,STRENGTH/DEFLECTION.: - : B'a -=Shear(k)=-=--=-. --==-Moment('f-k)-=-== Mom+Sht= .-D'eflect•(in) ."Id 'Loc Calc.'Limi:t UC .'Loc': Calc. Limit UC 'Loc' UC • '.'Cale Limit LExt.• :LSup" 0:.00 . 4.24' 0::00.• .'LSup. 0:.00 " :8.87 0.:0,0. .'LSup. 0.0:0 .0.00. 1 . LSup: 0 AG, 4.2:4 0.00 :.'LSup: GAG. . 8.8.7 0.00 .LSup: 0.-00 : '0'.00: 2. 'LSup.: : 0.00 :.'4:24 '0:00.-.'LSup'.. 0.00 8:87 :0..00. LSup-:0.00'•: -:0'.00'.. . 3. .LSup. 0::00: .:4.24 0::00. .ZSup. 0::00 8.87 0.:00. .'LSup. 0:0.0 0..00. ' 4 . LSu 0..00.'- 4.2:4 0.00 LSu 0.00 8:8:7 0;00 LSu 0: .0 : 0':00: " p-' p ' p 5. LSup.: : 0.00': 4:24. :0;00. :LSup-': : 0.00 : "8.87 '&.00." 'LSup.0.00 ':0.00' . : 6. .I5up. G.00:.:4.24 0::00. .LSup. 0::00- .8.87 0::00. :ZSup. 0:0:0 . 0.:00. Z _ LSup: 0.:00. . 4:2:4 0;00 .LSup: .-0.00, . 8:8:7 0.00 LSup: -0:00 ' 0:00: " 8. 'LSup.: : 0.00 *4:24 .0;00. LSup,: : 0.00 8.87 0.00. 'LSup.:0.00 :0.00' : : A-259 Job .. ' No: K2180.744A.• Designer JMH KIRBY-.. BUILDING ustomer Kings,:Commercal Center. . Checker s SYSTEMS Address .Lot 1&2".B1ock:B;..K' Hwy Seal Engr. - e�rEasoiurioks U Buuotx s.." : . ' .Fort ,Pierce; FL.34948, Revision # 9 . . 00RSuP -0:04 4.24 0.01 MidS -0.11 8.87 0.01 LSuP0.00 0. RExt - LSup : .'.0:01. 4.24 ,0:00 LSup: ; •.0 i 00 8'.87 0.00 LSup :0.00.: 0-00' ' . LOAD .iD:.:3 .bead+0;6W.ind'Pre s sure. l . REACTIONS:. " -;--Shear(k) - Moment- ---:--- -------- --- - --------------- - - . .- .(f.. •k)- Bay •. :Left. . Left Right." Right . :-Left".. ' :Left. pan. Rigkit . Right. . -• ' .. • . Id. :."Sup . Lap ; Lap.. . . .Sup Sup'. : ..Lap Mom:.• :• Loc.. Lap - ..Sup :. LExt .. "0-:00. 0..00. 0:.00 .. 0..0.0 1:1-1: 0.00 1 . :0.:00 0:00 0..00..' :0.00 : . 1$:50.. 0-'.00 2 : 0:.00 0;.00 .' 0:00 Q.-00 1.4.52 0:00. 3 .. '0-A0 . :.. 0..00 •0:.00 .. 0.0.0 ' -'7:21' 0.:00 '4 ' . .0.'00 0.00 0..00 ' . : 0.00 • 1:1:83.. 0:.00 5 0:.00 0:.00 0:00 0:0:0 1.1�.'83 - .. . 0-:00 . ._. . 6 .. 0-.00 0..00.. .. .0'.00 .. 0.0.0 , 11:83: 0.:60" 7 0.:00 0.00 0..00 0.00 1:1.83.. Oi.00 :8 0-60 0:.00 .. 0.00 0:0:0 9..21 0.00 9 .. 0-:08 0.,08 0:.00 .. 0.2.0 5.24'. 0..01 RExt " . -0.:01 0.00 :" 0..01• . 0.00 . .0.50.. - 0:.00 :STRENGTH/DEFLE:CTION: •'Bay•: .---:---=Shear(k):---=.-_ -----Moment(f-k')- -= Mom+Stir= . Defl:ect(in) .Id Lot_ Cald. Limit "UC ; Loc_ -�Calc:• Limit �•UC �Loc.. • UC Cal.c Limit LExt ' .LSup• 0:.00 .4.24 0..''00_ 'LSup 0.00 . 8..87 0_.00 LSup 0:000 .••0.00 1 LSup '0:00:.'- 4:24 0.00 :.•LSup � '.00:. 8:87 0:00 :. LSup 0:00 :. 0.00 LSup 0.00.. 4.24 0:.00 .. LSup 0.00.. 8:87 0".00• .. I. :0.00 •3 ' .LSup 0:00 :.4.24' 0.;'00. .LSup 0.00 .`.8.:87 0_:00 .LSup 0:00 . .0.•00 - •4 LSup 0':00:. 4:24 0:00 LSup 0:00. • $:87 0:00 '. LSup 0:00 " 0.00 5 '.. LSu p 0.00,. • 4.24 0:.00. . LSup • 0.00 8.87 -0::00 '..'LSup 0.:00 6•' .LSup• 0::00 : ..4.24' 0.;00 .'LSup 0:00 : .8.87' 0-:00 ".'LSup 0;0"0 0:00 ,7 ;'LSup 0:00,. 4:24 0.00 ;.'LSup - 0':00:.' 8:87 0:"00 .'LSup 0:0'0 ;A'A.Q 8 LSu 0.00..'• 4.'24 0::00 -LSu . .. P.. 0.00..' 8:87 0::00•'.:LSup.0.:00 � .. 0.00': :• • • ..• . .. '9• .RSup• ' 0:08 . 4.29' 0. Mi 4S.1 -0:'20 . .8.87' 0..02 .LSup. 0.00 . -O.OT RExt '.LSup; 0..01%'• 4:24 0:00 :. LSup 0.01:. 8.,8.7 0.00 "LSup: 0:00 :.'0'.00 LOAD ID.. 4. : Dead+0.6Wind•-Sbctionl". REACTIONS: -------=-Shear.(k_) _______:.." :______________Moment'(f_.k)_______________ g g -Left ' MidSpan . Right. :RigYit . "Pay,,.: Left Left: Ri ht. . Right .Left- Id. : :Sup Lap. ; LaP.. Sup S:up.." ,: :Lap Mom. 'Loc..' • I ap Sup :LExt: :"0:00 : 0::00.. '0;00' 0:00: 1,:11. . 0.00' . 1. ;0.00 _ 0:00 0::00. -:0'.00 .' :13.50 0:00' 2 0:00 0.00., 0:'00 0.:00. 14::'52 0.00 : 3: 0.0'0 0.'00: 7.:21 .. .0.00. . . 4.- 0.00' 0:00 "•0::00. .. : : 0.00 : .11.83 0.0.0 5 0:0:0' :0.00.- 0.00 0.100. '11:.83 .." '0:00 6. 0:00 0::00. :0;00. .. . 0':00: 11.:83 0.00 - . Job"No 2180744A.. : Designer:.'. JMH. .. Customer Kings Commercial Center,. - Cfi®ckeBUILDING - r. v. . SYSTEMS Address .I,ots. 1&2..B1o,ck:B;..Kini s Hwy .'Seal"Engr. eerrepsdiuribks_s�rErtaunniroci. :Fort :Pierce; -FL"3048. : Revision # 'T. :�0.00. . .. 0:00 0,00. 0..00:..11:83• . . 0.00 8 0..00 .': . . 0.00 0:00 0.,00 , . 9.'21 0.00.; 9 .. 0.29.; 0.30' 0.00 0..78 . . .5:20 0.03. RExt. .-0.06. . .. :.: 6.00 -0-.03. . -0..61 '0'.50.. : : 0:.00 Bay. ------=Shear(k)--=.--.-_ =_--=Moment(f=k:)=.-=-_-: -Mom+Shs= :Deflect(-in). . Id : Loc. Calc:- Limit UC Loc.. ,' '.Ca1c Limit UC Loc- UC., : Calc Limit --- ---- -----= =---= --- ffffff ------ ----- ---- ---- -- ----- LE;t,.' LSup 0.00 :4.24 .0..00: LSup 0.00 :8.87 .0..00 : LSup 0:.00 0:00 1 LSup' 0;00: 4:.24 0:00 LSup 0:00 8.:.87 0:00 LSup :0.00. 0..0.0 2 .. LSup:.: -0:00.. "4:24..0:.00 .. LSup:"., :0:00.. 8.87. 0:.00 .. LSup:0.00 . .. 0.00 3 LSup 0.:00 .4.24 0..00. LSup 0.00 .8.87 .0..00 .' LSup 0-:.00 0,0:0 4 LSup 0;00: 4:24 0:00 LSup 0;00'. 8i87 0:00 LSup .0;00, 0..0.0 ' • _ 5 .. LSup; 0.00_ 4;24. 0. 00 .:I;Sup: 0.00.. 8,'87- 0:,00 .. LSup:-0.:00 . .. 0.00 : . 6 LSup 0.:00 4.24 .0..00.' LSup 0.00 8.87 .0..00 . LSup 0:.00 0.0.0 7 ; LSup 0;00:• 4,:24 0.00 ; LStzpi 0;00: 8:.87 0.00 LSup 0;00.- 0..0.0 - 8 _ LSiip; 0.00.. 4;24,-0..00 _ZSup: 0.00.-- 8-A7. 0:.00 ..-LSup:0.:00 , .. 0.00 : 9 RSup- .0-:30 A.24 .0..'07- MidS- - .0:78 7.71 0..•10 . LSup 0:.00 0.0.3 RExt ; LSup =0:06. 4.' 4 0.01 LSup =0;03. - 8-:.87 0.00 LSup-0;00.• :-0.0.1 LOAD ID;, 5' D.ead+Collate.ra-l+0.75L �e+.0.:45Wind. Pressure) REACTIONS:: : • : . . . ------=--Sh:ear(k)-=----:--- .: -=------- -_-=Moment(.f.-k)=----:---=.-=-=-- Bay - -Left Left Right: - Right Left-"--- Left MidSpan Right Right ':Id Sup La P . .. P:. ; Lap. Sup Sup :. Lap Mom.. . Loc.. Lap Sup . . - LExt. 0:00 0:00 0.00 0.00 1:11 .0.00 1 , . ..0.00 0.00 0:00. ,' .. . '0.00'. 13.50 0.1 00 2 0:00 0.00 0:00 0:00 14:52 0.;0.0 . 3' -0:00 • 0::00.' •0.00 ' 0'.00: . 7.21' . 0.100' .• 4 . ...0.00' 0.00 0:'00• .. 0.00 . 1'1:83 0.'00 :5 0:00 : .0:00 0.00 0:00 ' 11::83 .' .: : •0;00 6 .,' 0:00 : 0,'00 0':00 ...: .'0.'00 I1*.83:• ...0.00 I: . .7. . :0.;00' 0.00 :.' 0,:00. 0.00'.• 1;1,83.,':. 0.t 00 8 0:ao 0,.00' 0:00 0.00 9.21 0:0.0 9. „ -O:IZ . . . ' : ': -O A7 .' :0::00 0.44 ,5.24;. 0.02'' RExt . .0.03 0.00 0:02• 0.00 ' 0.50 0;00 STRENGTH/DEFLECTION::,. Bay., Shear(.k)=-==-- ---=-Moment(f-k)-=-== Mom+Shr= • Def1-6ct. in .-Calc.'Limi:t Id .'Loc': UC '. Loc Ca1c. Limit :UC '.'Loc UC - . Calc -Limit LExt. ,'LSup 0:.00 ..4.24 0:00 .ZSup 0::00 .' .8.87 0::00.".LSup. 0:0:0 0.00. ] . LSup: 0.'00. 4:2:4 0:00 ,'LSup: 0..00. . 8:8"7 0:00 LSup:-0:00 0:00: 2. 'LSup-: : 0..00 �4:24 :0;00. ZSup; : 0.00 ' 8:87 .0;00. ZSup.:0.00 0.00 3. ZSup. ''. 0::00 4.24 0:00. TSup. 0::00 8.87' 0::00. ,I;Sup. 0:0:0 0.:00. . . 4 LSu p: � . 0'.00,'. 4:2"4 0:00 .'LSup: 0,.00 . 8:8'7 0;00.-.-LSup: 0:00 . 0:00: - ' 5. hSup." . 0.00 4:24 :0;00. 'LSup.: . 0.00•: 8.87 :0;00. 'LSup;0.00 :0.00 ., .. .. 6 LSup. 0::00 4.29 O::OO. .ZSup. 0::00 . ,:8.87 0::00. :ZSup. 0:0:0 0.:00. 7 .LSup: 0,00•, 4.2A' 0.00 .'LSup: " 0.00. . 8:8:7 0;00 . LSup:=0:00 0':00. 8 LSup.: : 0.00 4.24 .0:00. ':LSup.: : Q.00': •'8:87 :0.00. LSup:0.00 'D 00 .: 'A. 261 . .. ; Job' No: K21 0744A �. � • , • . :� Designer ..8 ' JMH• : . KIItBY . customer 'Kih s,.Commerci.a1 Centei. . Checker BUILDING.. 9. • STEMS Lots 1&2.-Blo. k.Add=ess c B;.:Kings Hwy : . Seal Engr. e¢nVkUiUTIDN.e".BUILD cs: FortI" Pierce; FL.34948 Revision 9 . RSup .=0'.:17 - :'4.24 .0.'04'. Mid8' 0'.'44 :'8.87, .0-.05'- LSup' 0.00 0.'02 REx LSup : .'.0 '0 3 4.24 0:01 LSup:: _.0:02 8.87 0:00 LSup:0.00 ; 0.._00: LOAD ,ID .:6 Dead+Collatera1+0;45W.ind Pressurel REACTIONS:;. ---.__ =Shear(k).--_------ ------:-=--.-=--Moment-=- (f.=k)--==----=.-=-=-=.: Bay - :Left.: Left' ' Right.. Right. :Left, - ' .Left.• MidSpan-- - Right-. Right. -Id : .,Sup. .,--:Lap:•., Lap.. Sup Sup-, Lap. .- :Mom:-.: Loc.. . . .Lap Sup LExt .. 0.00. 0..00. : . 0:.00�.. 0..0.0 1:11: 0..00 .' 1 . :0.:0 0 . .. :' - 0:00 .0..00 . . , . 0.00 :. 13.50.. 0:.00 .. :2 0:.00 .0.00-,.... 0:00 0;0.0 1k.52 :'. 0,00.' ; 3 .. 0:00 0..00 0:.00 .. 0.0.0 7:21; ' 0.:00 . 4. 0.:00 0.00 0.00 ' =.:0.00 . -1:1.83.. O:.Ofl .5 :. ' 0 '.00 0...00 .. 0.00 -0:0:0 1.1:83 0..'00 . 6 .. '0:00 0_00. . .. .0;.00 0.0.G 11:83.. - .0-00 7 - 0.:00 .. 0.00 0..00 - : ;. . �0.00 . 1:1•.83.. 0:.00 •. -.8 0:.00 0'.00' .. 0.00 0:0"0 '9-.'21 0'.00 9' .. '0:09 -0..09. 0:.00 .. :-0.2.3' 5:24; ,0.:01 RExt - 0.:02 0.00 0..01'' =.. 0.00 :0•.50.. • 0:.00 .. -STRENGTH/DE FLE:CT I ON:e B'ay-:----:---=S'hear(k):---=.-=- ---.--Moment(f-k.)-7-L-7 :-Mom+Sfir- ' Deflect(in) .Id Lod.. Calc; Limit UC Loc_ : - 'Calc. Limit UC '.'Lod..': - - UC Calc Limit LExt LSup 0:00 4.24 0.,'00 .LSup p:00::8.87' 0_:00 .LSup 0:00 :b.0:0 1 ; LSup 0:00; 4•:24 0:00 ; LSup 0.00 8 '87 0.00 ;•LSup 0.00 0.00 2 .. LSup. 0.00..' 4:24 '0::00 -. LSup 0'.00.: 8:87 Q.00 .. LSup,0..00 0.00 .. -3 " .LSup 0::00 4.24' 0..'00 .LSup 0::00: 8.87' 0..00 .LSup 0:00 0.00 4 ; LSup 0:00:. 4.24 0:00 LSup - 0:00'. 8:8-7 0:00 :. LSup 0:00 ; 0.00: 5 Sup':..- 0.00.. 4:2"4 0..00".. LSup 0.00.:' 8;87 0;:00• ,. LSup:0.00 "0.00' . 6• .'LSup• 0:00 4.24 0.;00--.LSup 0:�00 . :8..87 �0.."Ob- .'LSup 0:0'0 0.•00• •7 : LSup :0:00; 4:24 0:00 '. LSup 0.00:. 8:87 0:00 LSup: 0;00 0.00: 8..:LSup.• 0.00-.: 4:24 0'.00 _'LSup 0,00_• 8.81 '0::OO .. LSup:0.:00* • ,. :0.00 . 9• :RSup 0::09. ,4.24' 0:02 Md5� 0::23 :.8.87 0,;03 :LSup 0:0'0 - '0.01 RExt . LSup: '0'.02•. • 4.24 0:'00 :. LSup:i- 0.01:. - 8:87 0.00 '. LSup:-0;0'0 . 0.00 LOAD ID.- .7.-: Dead+Coll:atera:1+0:75L:ive+0:.45Wind. Suct:ionl', • ' REACTIONS: -Moment ._;k)- -- Bajr : Left . :'Left: Right*.'. Right.• .".. .Left • Left Mi'dSpan Right., .'Right = :Id. : ; :Sup -Lap. • ;. Lap.. Sup Sup-- . ; :Lap' Monf. - -.'Loc..' Lap Sup LExt. 0.:GO . 0::00. . .: :0;00. 0:00: 1'.:11.. .. .. 0.00: . 1 0.00 .' 0:00 0::00.' 0.00: 'i3.50 0:00 2 0:Off 0-.*00.• ': 0.00 •. 0.00. 14:.52 .. -'0.-00 3. 00.0:00 : . '0'.00: . 7,21. . 0.00 - . . . .. 0::00. 0'; .00 0:00 0::0'0. :0'.00; :1'1.83 . 0.0:0 5 0:0:0 .' 0;00: '0.-00 0.:00. 11:.83 -'0.-00. 6. -'0.00 : : : A. . .. :0';00. 0:00: 11.:83. : 0.00 A 262 Job" No. K 2180744A. Designer:.. :•JMH. KIRBY". customer Kings .Commercial Center.." Checker " • . BUILDING . ' SYSTEMS' Addiess .Lots" 1&2..Block:B.' Kirigs Hwy:-"'Seal"Enr 4 .' BETTERSOLUTIONS.6ETT.EH.BULLDINM ': "" ":Fort ,"Pierce; "FL.34948. Revision '# '7'. :0.00. . .. 0:00 J . 0,'00. 0.,00:".;11.83- 0.00 , . $ 0.00 - 0.00 . .0.00 0.;00' " 9 .21 '0.00 : . 91 . "-0.11.: .0-.11' 0'.00 0,.30" " ".5:17" =0.01, . 0:00 0.,01-- 0.00 :". 0".50 0.00 "STRENGTH/DEFLECTIONc Bay ==- - Shear(k)-=---_ --=Mom"dnt(f=k)= <_ �=Mom+Shr= .Deflect("ih) Id Loc. ' , .Cala" Limit UC LOCI. Calc• Limit •UC Loa" ' . ,'UC., Caic 'Limit LExt , ZSup 0.'0 0 :4.24 .0..00". LSup " . .0.00 :8.87".0-.00-. LSup -..00 O.-Go 1 LSup' 0:00: 4:24 0:00 L$u� 0:00. 8.:87 0:00 LSup 0-."00. 0,00 2 .. .ZSup: 0-.00..-4":24.-0-00 .. LSup:'. 0.00.. 8.87. 0..00 .:LSup:-P.00 :0.00 : .' 3 . LSup 0-.'00- :4.24 0..00 ' .LSup- 0.'O0 .8.87 0..00 LSup 0:.00 0,00 4 LSup 0;00. 4.:24 Q:00 LSup : .0;00• • 8.:8"7 QiOQ Lsdp *0-,*00., 0..0.0" " 5 .. LSLip: :0.00.. 4,24. 0:.00" .. LSup:. :0.00.. "8,87. 0::00 ..LSup;0..00.: ..0.06.. , "6 •LSup .0•."00- -A.24' 0."00".' •LSup "0.,00 .8.87 ,0..00 ""LSup 0:"00 0;0:0. ... -7 :• ZSup 0.00: 4:24 0.00 :" LSup4. ,0;00: 8,:.87 0.00 LSup .0;00, 0.0.0 " 8 .. ZSup:"," :0.00.. "4; "24 0:,00 .. LSup:," :0".00.. "8,"8 7."0:,OO ..LSup:0.:00 0.00 9. p .0•."1I :4.24 O..d3 . ""MidS A.30 7.71",0..04", LSup 0":.00 0.-Oa RExt LSup =0;02; 4,:24 0.01 LSup 0,01:• 8,:.87 0.00 LSup "0:00 :- 0.0.0. " LOAD ID 8: D.ead+Collates.a1+0.45W nd•"Suctionl:• " 1. ' . .." REACTIONS:: " --=---=--Shear(k)-=----:-- -=----:----.---=Moment(f.-k)=----=---.---- -- • Bay .. ""Left " Left" Right.. Right Left .. Left " MidSpan Right ' ."Right Id -Sup" "".. Lap: " Lap_ Sup .'Sup.' .. Lap : Mdm,: : ;.'Loc.. 'Lap Sup LExt 0..00 . 0.,00 :: 0:.00 :. 0'.00: 1:11, .0.:00' 1 0.00" 0.00 0.,00 0.00 . 1:3".50.. 0:00" :0..00 '.." 0.00 .00 00" 14::52 ,0":00 3: ': -0:00 " 000 0":00 0'.00: 7':21'.'" 0.00 4 0."00" 0:•00 0:'00 0.0U.• •11,83 •: 0:0"0 5 0.:0"0 0;:00:.. 0:00 :b.,00• '11::83 0".'00 6 „"•.0;0,0 O.,!m :�. "0;:00 .. _A'.00 11:83;. ,0.00 .7 ." .-0.;00. 0:00 0_:00 "0.0U. 11,83•,' • 0:00 8 0:0:0 0":00- 0:•00 0.00• 9:21 . .. . "0.'0"0 " 9" -0:19 0..20-_-. I- 0:-00 . 0.50:" . 5',.20_. . 0..02' RExt. 0.04" : 0:•00 0:02 0.00'.• " 0,50 0:00 :STRENGTH/DEFLECTION: Bay :---=-=-Shear(.k)=-=-=_-. -- =-Mordent(f-k) =:- Mom+Shr: . Deflect.(in) . .. .'Id �."Loc Calc. Limit .'UC -.'L' c Caic.'Limi:t' UC -.'Loc • UC . Cald-Limit LExt. .LSup. 0::00 :',4.24 0::0"0- .hSup. ". 000 :8.87 "0::0V.'LSup. 0:0:0 '0.:00. 1 LSup: 0.00.. . 4:2:4 0:00 .LSup: 0.00.'. 8:8-7 0:'00 "'LSup: "0:00 . . 0:00: 2. ".LSup Q.00 4:2"4 :0::00:.'LSup'.:,, . 0.00 : 8:87 :0;00:.. LSup,:0.00 0.00 3. .LSup. 0::'00 4.24"•0-DO. .t8up. 0:00 '.:8.87 0:00. ,'LSup.0:0:0 - 0.:00" . 4 LSup: 0'.:00, . 4:2:4 0.00 "LSup: , . 0'.:00•. . 8:8"l 0.00 LSup: 0.00 : 0":00: 5. 'LSup'; : 0.00 •"4:2"4 '0-.'0 0_ 'Z'Sup.; : 0.00 ,: 8."8'1 'b-.00" "LSup,:0.00' _ ":0.00' ' 6. •TZSup. ' 0::"00 " :4.24"'0::0"0. "I,Su : 0::"00 ' :8.87" 0::0'0. ,'ZSup. 0:0:0' 0.:00. 7 LSup: .-0'.'.00.'. 4:2:4 0.00 -."LSup: .-0.'00. . 8:8-7' 0.00 LSup: '0.00 . '0":00: 8. 'LSup.. 0.00 4:2"4 :0:.00. 'LSup 0.00 ':"8:87.. :0;00. "LSSup,:0.00" . "0,.0"0": : " p: " .A 263 K .. • :. �. � Job No: K2180749A. � � " Designer". JMH-" RBY y . BUILDING,• Customer Kings Commercial Center, Checker.' SYSTEMS Addiess .Lots. 1&2..Block:B; Kings Hwy : . seal�Engr. kneasoiunORs B tJiBWLDtNcs.. T :Fort'.Pier.ce; FL.39998, Revision # RSup, , .' 0.'20- A.24 .0.05'. •MidS- 0.50 :'7.-71. .0-.'07'. -LSup 0.00 0..02 RExt LSup. . 0:'04 4.24. ,0:of LSup : 0:02 8.87 .0:00 LS up.:0.00.: -0..01' LOAD ID: . 9 .0'.6De'ad+O.6Win-d Pressu rel. " REACTIONS::. ---=Shear(k)_____--- _-----=-=.-_-=Moment(f-k) Bay- .. Left. Left Right. Right-. :Left .. Left. MidSpan.: Right". Right_ Id . :. Sup -:Lap:.- : Lap.. .Sup Sup'. : .:Lap :Mom:." Loc.. .Lap ..Sup LExt'.. 0:00. : 0..00.. 0'.00 .. 0..0.0 -.1:1-1. -0.-00 O:QO 0..00_ . 0.00:. 13.50.. 0-..00 .2 0:.00 0:.00• .._ , 0:00 0.0:0 1.4:52 .-0:00• 3-.. 0-.'0 0 . . . 0..00 0'.00 .. 0.0.0 `7:21' 0.:00 . 4 .' ;0.:00 0.00 0..00 . .0.00:. 1:1.8.3.. 0':.0'0 .5 0..00 0;.00 '.. 0.00 0:0.0 1.1:83 :-0-.00 . 6 .. 0;00. :• 0..00•,' ' , . 0"00 .. 0."0.0 11":83:• 0.'.00 . 7 . .0.'0 0' 0.00 0..00 0:.00 .'8 0:.00 0:'.00 '.. 0.00 0:0:0 .9:2T 0:00 . 9 .. 0:07 0..07 "0::00'.. -0.1.8: "5•:24' .0.,01 RExt -0.:01 0.00 0..01 0.00 . 0".50.. 0:.00 .STRENG.TH/DEFLE:CTION:' Bay- .---:---=Shear(k):---=.-= ---:--Moment(f-k:)--=.-=- Mom+SYir= _Deflect(in) Id Lod.. Calc:- Limit UC Loc.. Caic: Limit UG Loc.. UC Cal.c-Limit LExt .LSup 0.:00---A.24 0..'00 .LSup 0:00 8.:87 0.,00 •LSup 0:.00 .0:0.0 1 ; LSup 0.00: 4 '24 0.00 ; LSup 0.00:. 8:87 0:00 LSup 0.'00 :. 0.00- 2 LSti . p 0.00. ;4:24 :0;:00 '.. LSup 0.00., :8:87 0:.00 ..LSup 0.:00 0.00 . 3 .LSup p P 0:00 4.24 0..00 ' .LSu 0:00 8.87 0..00"::LSu 0:00 4 :. LSup 0:0Q. 4:24 0:00 :.'LSup - 0:00' 8:8'7 0:00 :. LSup 0.'00 0.00 5 ..LSu p. 0.00.: 4:24 O::OO .:LSup 0.00., 8:8 7 •O;:OO ., LSup:0.00 0.00 6• LSup 0:00. .4.24 0.;00.' .LSup 0:00 .".8.87' 0,;00 "_'LSup- 0':00 .0:00" =.. 7 ; LSup 0.00: 4:24 0:00 LSup 0:00;. 8:8� 0:00 ;LSup' 0.00 " ;. 0.00 8' ., LSup.' 0.00 ' •4,:24 0:00 .:IISup 0.00..: 8':87' 0::00• .:LSup:0.00 "0.00 9' .RSup 0:07 . .4.24 0,.:02 ' ,'MidS 0:18 . .8.87 0.;�02•- .LSup• 0:00 RExt :. LSup' 0.01:.' 4:2'4 0:'00 :. LSup 0:01, 8;87 0:*00 :. LSup •0':00 - ; 0.00 " LOAD ID.'10. ; 0::6Dea'd+0:6Wirnd Suctiol REACTIONS:-. . 0 ).'_________ - Moment'(f._,k) Bay Left Left: Right:.'. Right.' ' . .Left.' Left : `Mi'dSpaYi Right.' .Right . . .. om: ."L' c : ' -L;a:Id. . . .Sup' .'Lap.': -Sup S.up . . : :Lap' M p Sup : . LExt. 0:00 . 0::00.. 0;00. 0:00. 1.:11.' ` ' " :0.QO 1 0.00' . 0:'00 0::00. 0'.OQ .: :1.3.50 0.0:0 " 2 0:0:0 0:00. 0,00 '0.'00. '14::52 , : . 0:Q0 . 3. 0.00 : 0::00. ,: :0:.00. 0':00: -7'.:21.. .. :0.00 ' 0;'00 0::00. 0.00',: :11.83 0:0:0 5 0:0:0 0:00. 0;00 0.00. 11:.83 0:00 : 6. '0.:00 : '0.:00. .. :0;00. 0':00: 11,:83, . 0.00:' ' A 26 8 Designer. KIRBY .. Job No. K21 0744A: ' BUILDING Customer "Kings":Commercial Center. ." Checker " _ JMH $YSTEf41S" Address, •Lots. 1&Z..Block:5 ..Kings Hwy : .`Seal Engr. :BETTER S0L91085 BETTER,BUILDYNGS:.'" .Pier.ce;,. RL.34946, Revision # - - ' . " :"0.00. .' .. :.; 0:00 0.00". 0.00:.;1.1'.83 0.00 8. 0.00 0.00. .. . . .0:00 0.:0"0 • . .g,21 0.00.: 9 0'.30.; .0,31 0•.00 .. 0..7"9' . . .5:21 _0.•03" . .. . . -.RExt .-0.•06. . .. 0:00 ' -0.03 :-0..01 0.50• ' : 0.00 STRENGTH/DEFLECTION': Bay " --Shear(k)--- --- _Moment(f=k)=.-- Mom+Shr= .Deflect (.iri). . Id Loc Calc Limit UC Loc._ ' Calc• Limit . UC Loc. ' UC.- Calc Limit LExt. LSup 0.'00 :4.24 .0_00'. LSup- .0:00 .8.87 .0..00 . LSup 0..00 0:0•0 1 LSup .0:00. 4.24 0:00 . LSup, 0;00: 8.':.87 0:00 : LSup 0.00 0..0.0 2 .. ISup:'.; :0.00. 4-.24,-0..00 .. LSupl:., •0-.00.. '8".87. 0..00 .. LSup:-0.:00 . .. 0.00 : . 3" LSup- - '.0•.'00 :4.•24 0..00 ' LSup` 0.:00 .8.87 .0..00". LSup 0:.00 0.0.0 4 LSup .'0;00: 4'.'24 0:00 : LSup '0;00: 8-..8-7 0:00 LSup ;0•A0." 0..0.0 5 LSup; .• .0•.00.. 4".24. 0..00'.. LSup :0.00.. 8A7.-0'..00 .. LSup:0A0 0.00 : " :•" . • 6 . LSup "• .0•.;00 :4.24 ,0..00-. •LSu p- .`-0.00 :8.:87 .0..00 : •LSup 0-:.00 0;0.0 7 LSup 0;00: " 4":24 0.00 LSup " 0;00: 8:.87 0.00 LSup 0";00. 0."0.0 .. LSup .0".00.. 4;24. 0:,00 ..ISup; . '0.00.. '8-.87. 0.,00 ..LStip;0A0 0.00; . p .0:31" :4.24 0-07 .' -MidS 0•:79 ;7.71 0-10" "LSup- 0:.00 0.0.3 " 9 .RSu .. RExt LSup 0:06: 4 '24 0.01 LSup ' =0;03: 8:.8-7 0.00 :• LSup 0..00." :-0.0.1 1 DEFLECTION:: LOAD ID.11:. : Dead+Coll:ateral+Live " " Bay'.. Offset Deflect(in): :Id.'. . (:ft) Calc -Limit.. Ratio LExt .. 0:00 0.;00 :"1 :: "0':00_ 0":00 2,16' 0:00 ,2 0..00 ."A A0 2:.32 .' .• -0::00 3 0:00 0:0'0 I:15'. • " 0:'00. .'. . 4. 0':00• 0:00 1..89' 0:00 5 ` 000• •0.00' 1:.89.' .• •0:00. : . 6. 0.'00 0:GO 1'.•89-. • " 0:'00. -7 01:00•' 0:00 11.89 0.00 8 0:00 ,0.00 "'1.47 .' •0:00 9 5.29 0.01 0.85,. 0:'02.- . ; . RExt. : .. .1':00' 0:00 . : .LOAD ID 12 ::: :Dead+Collateral - Ray . Offs'et. 'Deflect_(in) .. Id_ (ft)• Cal"c Limit.'- Ratio LE xt 0::00. . ..0.00 1.. ': 0;00 0.0:0 . 2,.16-. 0 ':00. 2. `.. .0::00 0.00 2.32 " 0:'00 3 0::00. .. 0.00 1:15 " : .0:00. 4 - 0.00 0.0:0 . 1'.89 0.:00. .. 5. 0:00.• "0:00 : 1.89 0.00 . . 6 . 0::00. .. :0.00 . 1,89 0:00 " .. .. 7. 0:"00 0:0:0' A 265 8 Desi er ., .. • • . .. .Job No. K21. b744A: ' ,. '.. � .gn. .. .. JMH. KIRBY customer Kings :Commercial Center.. Cliecker. BUILDING . .S..Y�S�oTaEaM.S.. Add r ss Lots-.1&Z -Blo , y 'seal Engr.#.kB RitioksBrcaBuniCS. Forteiec ; RL .B¢Tre .34948 Revision.8 . :,::0.00 .. :0.00.; 1.47- 0.00 :'9 5.29'. 0.00 . GA :.;0.00 ..RExt 1:00 0.00 'LOAD. ID 13.• 'c' Live Bay. Offset Deflect(inj.. Id '(ft), . :,Ca-lc Limit• .-Ratio' .. , LExt- . 0:-.00- .. - 0-:00. 1 0..00. :0.00 2:16• :'. 0::00 2 .. 0:00 0..00 .2:32: 0..00. .. . -3 : 0..00 .. 0:00. .1.15.. 0:00 :. 4 0..00- 0.:00 1:89 0'.00. 5 '.. 0.00 0-:.00 '1.-89, 0..00 0;.00 .. 0:00 :1.89.. 0:00 7 0..00• •0.00 1:89• 0:.00 8. .. . , 0.00 0•.'.00 1:47:• 0..00•' 9 . : -5.29'.. =0-:01 0.85.. 0.01 :• . RExt 1...00 •0..00. LOAD ID:14: : D.ead+0.3W nd Pressure. Bay .. Offset Deflect(in); •'Id _ (:ft),... Cale. I;imit-, -Ratio .LExt ..- 0.00 0:00 1 .0:.00 .. 0-:00 2.16.. 0:00 2 0.,00 . .0.:00 2::32 :: .0.00. 3 0:00 0:00 1:15; 0.1. .00. 4 0'.00 .. 0:00 1.89.:: 0:00 ..5 :. 0..00 . .•0.'00 =1:.89 -0::00 6 0:00 0:a0 --1:89:.'- 0•;Op. . . . .7. -... .0..00:.. 0;00 1,89.; 0:00 8 0...'00 0.00 1:47 0::00 9. 5.29 0:00 - 0.. 5'- 0..:01. RExt . : 1.00 . : .0..00 LOAD I5 15. : •Dead+0:3Wihd Suctionl . j, -Bay :.-Offset Deflect_(in)' . Id: •(ft). Calc Limit. • Ratio . L'Ext 0::00_ 0.00 1 0.00 0.0:0 . 2.16.• 0::00.. •• : 2 0.00. ': •0:00 . 2.32 " 0:00 .'. 3 0.:00 :.0,00 . .1':15: .: :0;00. 4. 0,00 0;0:0 .-1.:89•. 0:00.. 5 . 0100. 0:00 . 1.89 0:00 6 000. - :0.00 :1:.89 : .: :000. 7. 0:'00 0:0:0 . 1..89. . 0:.00. 8. .' 0;00.• 0:00 : 1.47 0:.00 .. 9 5:2'9. .. :0.01 0::85 O:Ol. :RExt: 1;00 0:0:0 . ' A 266 �. Job' No: K216079gA.• Designer:.'. : JMH.' K«..QRe.B.d.Y... .. :customer Kin�iTMS s .Commeical Center, C2eck er SYSTEMS' Addyess Lots 1&2-Block:B; .Kii�gs Hwy Seal"En gr. BenEROLUTIORsB .. . Fort' Pierce; "FL.3494B. viSion # ---------------------------------=-' ------- -_ - --------_-----------_-------- =- - ----=-=-==- =-=-=-=-------=-=---J-- --______-__ ---________ _-______• M80744A' Eave -Strut; Lori'gitudinal. .Load(Wall 4) • : . 10/ 4/21- I1.:17am i ._ "Wall Bay Eave :' :Load -= Axial(k):--_-= -.Moment"(f.-k)--= Axl+Mom'. Id. . 'Id.Part' :Id Calc :'Limit UC :.;Caic Limit UC_ :UC.: KL/r 4 8 95E099. 1 1:71 23:55 .O:Q7.. 1:79 4..78 "0':37." 0.45 86 - - : 2. 0:52 • :58.:48 .0:01 1.:79 ..�4.78 :0.37 .� 0•:37." • ' .8.6 ' _ - : 3.. 1:28: 23..55 .0 r05: 0..79 :12:2:3 0:.06 : :0.12 86 - - 4 0:39 58:48 .0:01.. 0:79 .12..2.3- 0A6, 0:.06 8-6 r . - : -5. 1:28 23: 55. 0:05 ;. 0: 75� -4.78 :0.:16 . '0.21. 8.6 _ - ' .6.. 0:39: 58".48 .0:01: 0..75 ,"4;7:8 0:.16 : :0.:15 86 7 1.71.. 23:55 0".07 1:91 ; 4•.7.8 '0-,40.' QA-7 8:6" " 8: =.0:52 58::48 .0:01 -1:.91- ..-4.78 -0.:40 =.. '0:39 " 8.6" " 0:02' 23..55 0:00' -0..82•'12:2'3" 0-:.0-7 -0.'07 86- '10 '0:02.. 23:55 '0-.00.. --2.37 .12.2.3-0:19 0..19 •8:6- 11; 0:02 23;.55 .0:00 0:.82 .12.23 •0.07 0.07 8.6 ' 12.. 0:02'. 23..55" 0:00:. " -0..-19-'12:2'3 0:.02 ••0..02 86. 4 7 '95E099 1 .1:71.. 21.73 .0:08.. 2.10 4.7.8" 0":44 0":.52 -9:3 2.- .0:52 " "58'.48-'.0:01 -2..10-.. 9.78 0.:44 '0-A3 9.3 " 3.. 1:28. 21..73 0:06', -0.,93 12.2.3 0:.08 0..13 '.. 93 4 0:39_ '58.48 :0:01.. -0.93 :12.2.3 0:08 0":.07 9:3 5.- 1.28 . :21.73 0,:06 0'.88 .. 4.78 -0.18 0.-24 9.3. " " 6.. 0:39:. 58..48 0:01. 0_.88 ' 9:7:8 0.-.J8 0.18 93 7 :1:71.. - -21.73 0:08.. 2.24 4.7.8-0•:47 0-:.5-5 9.3- 0::52 . :58:.48-0.01 2:.24 '.. 4.78 .0.:47 -0:46 93 g _ 0:04: 21.,73 0:00:. 0,,97. 12:2:3 0:08 0.08 93 : . :.. 10. . 0:03.: "21:73 0:00.: "-2:77 12'.25 0:23 0-:2:3 g:3 .11:. .0.'03 21'l 0A 0::97=12.23":0.08 0:0"8 93- 12.. 0:04: 21.,73 0:00; . -0.,22 12:2:3 0:02 0.:02" 93'.: . 4 6 95E075 1 4:15.. •21:18 0:20.: - 0:00 'A' 87 0:0'0 0:2"0 :: 0 2'. =0':52 44:31. 0:01 0,:00 8.87 .0.00 0:01 . 0 3 3'.11'. 21::18" 0'.15.'. 0."00 .8:87- 0:00 0.15' = 0 . 4 =0:39 44:31 0.01 0:00 . 8.87 0:00 0:01 0 5. 3:.11 21:18 0:.15 0:00' 8.87 .0.00 -0:15 . 0: 6 �0.39". 44:31 0'.01-. 0:00 �8.87. 0:0-0 -0.01 7 4.15' '-21:'18 0.20 - 0.00 -8.87: 0:00 0:20 .0: :• 8. 0:52 . ,44":31 0.O1 . . '0:00: A'.8T.'0.00 0:01 .. 9 0.23-.-. 21:18 0.'01. 0:00 '8.87 0.00 ' . .0.01' 0'.. 10:. 0.17 21.18 0.01 : - 0.00 ". 8.87 0:00 : 0;01 0 11: . 17 . ..21';19- 0:.01 . : '0:00: ':8'.8TA 00' = : 0:01 . :0: 12 0..23. 21.:18. 0'.01. . 0::00. `8.'8-7 0:00 0.01. = : 0., - "4 . 5. 95E0T5 1.' : 9.15 = 21:18 0.20 '=- 0.-0 0 . 8:87 0:00 " : - 0:2.0 0 .. : 2. . ' -2::"83 . .,44..31. 0::"06 :0.00- ':8.87'..0.00- : : •0:06 : 0: 3': 3',:11..'. 21::18. 0'.15. 0' .. :00. ,`8.:87. 0:0:0 ",:0.'15. , 0 ' 4 . .: .-2.12 A :31 0.05': 0.00 . 8 AT 0.00 . 0:0-5 0. 5. . 3::11. .i21;18. 0::15. .: :0:.00- :8.87 .0.00 : :•0.15 0' . 6 2,12. . 44::31. 0,:05. . 0':00. 8.87. 0:0:0 0.05 Q.: . 7 . .' . 4.15 :•21:18 0.20 0:00 : 8.87: O:OQ . :'. 0:20 0. 8 2:.83 :44:3I. 0::06 0:00: :8.87 :0.00 0:06 . 0: • 9': • . 0'.:25 '. 21.:1'8. 0.01" 0::0'0. 8.:87. 0:0:0 0.01 0 : . 10 ' : . 0.T9 21:18 0.01 0:00 8:87: -0:00 . 0:0:1 0: I1. . 0::19 .:21;18."0::01 '0.00. :8.87 .:0.00' : •"0:OT . 0: .. . A 267 Job No. K21 0744A. Designer . JMH. KIRBY. . $� BUILDING Customer K .in g's .Commerci.al Center. Checker." SYSTEMS• . Addiess' Lots: 1&2..B1ock:B.;..Kirigs Hwy Seal Engr.' ftTEA%FUTJOLBETTErt:BuILWR :Fort'"Pierce; FL.34948. Revision # " 2 .. 1 0:25 21-.18'.0:01" . . . .. 0-.00 . 8.:87' 0�.00 . . i 0.01. �" �. .' 0 :'.• 4.: 4'.9'5E075.; _ .1 :'.; 0'.00- .22:11 0'.00 : .0:00 8,..87 :0.00.' : 0A0 2 0.:00- :22.11 0-.:00 :'. 0':00 8..87 :0.00- - :0.00., -'0-' . .3 0:00 22•.11'.0:00 0.00. "8.:87 Q'.00 0.00 0 4 0".00. �22:11 0.00 0:00 : 8..87 :0.00.. 0:•00 . 0 :. 5• .0:00 :22_.11' 0:00 : ."O..OQ 8.87 :'0.00. 0..00. 0 " .0.00'. •8:87' 0:00 :-0.00 .' . � ' '.0 •' 7 :'. 0.00.. 22:1T 0.00- 0:00 8..8.7 0:00. 0.00 0 :. 8.- 0:00 :22.•.11' 0:00 :'.'0.•.00 8.87 :0.00 0:00. 0• 9.. ".0:00: 22..11 0:00: 0..00'. 8:8:. 0- 00 -0.:00. 0. : 10 0.00.. 22:11 0.00- 0:00 8.87 0.00. Q':.00 0 1.1 0:00 :22:.11 .0-.00 :'. 0:.00 .. 8.87 :0.00 0.00. 0 " 2.- �.0:00:• 22..-11-,O r00 0..00-,' •8.8.7 0..00 0.00 . •.0 : . 4 3 .95E075 1 _'.0•.58.. '44:31 :0-.01.. O.QQ 8..8.7. 0:00. Q '.01 :0 •2: 2:02 • 21:.18 .0.10 - •0:.00 .. 8.87 0.:00 0:10 '.0 :.. =0:43:.. 4.4..31 .'0:01:• 0..00 ." 8.-83 0:.00 0.01 . .. 0 '3 ': 4. :1:52.. 21.18 '0.07.. 0:00 8.8.7 '0.00 0.'.07 0 5:• 0.43 44..31 .0-:01 • 0:.00 .. 8.87 0.:00 0.01 0 : . 6 1.52:. 21..-18 0:07:- 0..00 .8.8.7 0.".00 0.:07 0 7 - -'0.58.. 44.31 :0.01.. 0.00 8.8.7 0:00 0:.01 � 0 - 8'. . 2:02 -21.18 .0:10 0:.00 .. 8.87 •0.'00 '0:10 0 9..'. 0:06'. 21-.18 '0":00: ' 0..00 " 8.8.7. 0:.00 0.:00' 0 .. . 10 • : 0.04..• 21.18 .0.00..- 0.00 .. 8.8.7 �0-.'00 0:.00 : 0 = 11' .0:04 21:.18 0-:00 -0'.00 .. 8.87 .-0..00 - 0.'0'0 - .0 12.. -' • 0:06.. - 21..18 0:00. 0..00 .8:8.7 0:00 : .0..00 0 .- - .4 2.'.95E075 1 '0.58..- 44.31 DAL.- 0.00 8.83: -0•.'00 0:,01 .0" . • . . . 2:. 2:02 . 21:.18 '.0:10 0::00 '.. �8.87••0.:00• '..�"0�.'1. .0 .0- - 3 =0:43. 44..-31 0,01: 0..00 " 8:8.7 0- 00 :.0.01 0 4 . : 1.52.. 21.18 0.07.. 0.00 'A' 87 0:0�0 0:0:7 0 . -5:. 0:43 44:31 0:01 0::00 _ 8.87 .0.00 0":01 0:" 6 1:52 21:18 0:07. A:00 8."87 0:00 0.07 - 0 . 7 -. .0 58 44:31 0 01 0:00 ."8:87"0;0"0 0:01 0 8:. 2:02 . .I21:18 0:10 0;00 .. 8.87',0.:00 -0.,-1'0 . p:. 9 0:09. 21::18 0.00. 0:0b- 87 0;0'0" 00�" 0'.. 10 . , 0,03 121:18 0.00 0.00 'A'.87 -0:0'0 0.0"0 0 . 11'. 0 03 121':18 �0: 00 0': ..00- ':8.87 .0.00' 0.00 .0"" : 12 : 0.04. .,21::18 -0-.00. 0:00- :8.87 0 -0'0 0.00 0 .- 4 1:9:5E075 1 '=0.58 44.31 0,01 0.-00 'A'.87: -0:00 0:O-1 0 . 2-. 2::02 ,'21:18. 0-:10. . Q.00: ..8.87 .-0.00 -0:10 . 0: 3 ': 0.43. 44 :31 O.Ol. 0:00 8.87 0:0'0 0.01 0 .- .. .. .. 4 1.52 21.'18 0.07 0.00 . 8.87: 0:00 0;0.7 0. 5 ' 0::43 . .44;31. 0::01 . . .0-.00•" 8.87A.00 : 0:01 . 0: 6 1..52.'. 21.:1'8. 0.07. . 0 ':00. '8.87. 0:00' .-0.07' . 0 7 -0.58 '44:31 0.01 :- 0:'00 -.'8':87: '0:00 . 0.01' 0. 8.'. 2::02 .21.18. 0:.10 . . 0.00 .. :8.87'.0..' 00' . 0.Tp . 0: `'9 ': 0*.'02. . 21.:1.8.-0.:00--. ' 0:0'0.. 8.87. 0.00 .-0.00 .0'; . 10 .. • : . 0.02 •21:19 0.00 0:00 .'8.87: 0:00 . 0:00 .�. .: . p. '. 11. . 0:.02 . .21•,18. 0::00 . .. :0-.'0 0: ':8.87 .'0.00' 0.00 0: . 2 0.02. . 21 '18. 0.'00. . 0 :00. 8.'87. 0:0:0 0.00 0 1 ,. . K218074:4A. -Eave(Wall='A 10y.-4:/21 I1:•17am : ,EAVE. STRUT.- ..A. .: 180744A." Designer:.' :_JMH Job No. K2 1 E• '. :". •KIRBV . . . 1. :. .. ." . . . • :" - Customer 'Kings Commercial• Center.." Checker." - BUICDf:NG. 4i i SYSTEMS Addiess" Lot's 1&2..Block:B.;..Kings Hwy : .'Seal'Engr. e Rsoiuriorts:sersEa:aunnirres . : :Fort .Pie.r.ce; 'FL.3494V. Revision Wall*.Id. _ 4 .. ----------- ------------------ . . 'LAYOUT:, F,vailable :. . . .Design Reduction Bay , . Length Lap'(ft)�: :,LoadNo. :,.,No. Unit., Total :'Factor.. Id' _. .Part - '(ft) . Left-. Right Width Strap' .Row .'.Weight . Weight:: Out"• ' In LExt 95E099" :.' 2:2I . :." . :1..15 0 1 13:4. 13..4 .'0:00.. 0..4.0 8.•.. 95E099 26-.99.' 1..1.5 :..0. 1 163:.1 . ..163:1. :0:00.. 0.38 -7 . 95E099 29.:04 '1.15.- .0---- 1, 175..5 175:.5 A. 0,38 6 95E075. 14.:.42 0.:00 0 :. :• 1 66:0. 66..0 '0;00: 0..38" 5 .. 95E075 23.67. 0:00 ; -0' 1 108.3 . .. 10$:3. :0:00.. 0.38 :" :. 4 . 95E075 .." 23.:67 '0,00 . 0". 1. :• 108..3 1081.3 •-.0•.-00 0.3'8 .3 :• 95E075 . 23:.6 95EO75 23 -7 0-00 . .. 0 1 108.3 108..3 '.0.00:• 0.,3.8 2 .. ;67," 0-00 0:- -1. . ..108'.3 . ..108:3• :0.00..0.38 :. : .1•' 95E075 '... 29.33. .-0:00 0.. 1 134..3 134:.3 0.'00 0:3.8 RExt :. 95EO75" 1:.00 •0..00 0 - ; 1 - 4.6 4..6 0.00. 0.4.0 - T .. .. .. .. otal•(lb) .. 990 3 , .. Purlin DL 4.35 :(psf.) LOAD I:D• 1.. Dead+:Collateral+L'ive .. REACTIONS:.. ---------Shear :----.---=----Moment(f-k)-:---=.- -=----:-- •'Bay Left' ..Left:. Right-. Right Left ":.Le:ft MidSp:an'• .. Right :. Right Id SuP :-La p• 'LaP Sup. ..': - Sup Lap :-Mom- Loc. . Zap .. Sup - :. : p LE'xt• 0.00 -0:'OZ ;. . 0_::00 '0.02 : " ;I.11... •" . . 0:08 - ..8 0.;44 .--0::43 -: 0:08 2.8:8" 13:59 0:0.0 7 '.. 0:47 0;47 ... 0:00. '7'3.38 14':52:. ,0.00 0.00 0.'00." 0.00. 7.21.• : 0;00 5 0.;0:0 0:00• 0:'00 0:00• ' ll:.83 ..... . 0:00 0 0:0'0 . ..':00 0,.00 .. : " .•0.OU 11'.83:.'- = -- "0.00 4 3.. ...0.00 0.00 0::00. ` . " -0.00 . 11,83 0.00 .2 0:00 0.00' 0.00 0..00. 11.83 ... 0.00 . " 1 0.:00 " 0:'00 0.00. A. 14'.•67.. :0.00. RExt. :",:0.00 0:00 0:_00. 0.00'. 0.50 " 0:00 STRENGTH/DER'LECTION.: Ba Shear(k)=-=-=_ ---=-Moment("f-k)"-=-=: - Mom+Shr:- --De'flect.(in) .'--Pay.- ."---:----.. . Id '. Loc'. . Ca1c. Limit UC ""Loc'. • -'Cale. Limit .'UC . Loc UC . Cale: Limit LExt. ,'RSup. -0::07 .:9.81 0::01. .RSup 0:.08 .'12.23 0::01. .•LSup. 0:0:0' . 0..14. ' . : : ..8 LSup -0..44. . 9:8:1 0.'04 -MidS: -2.:88. 12.23 0.24 LSup: 0:04 . O.'53: 7. RSup": :-0.47 : 9:81 .0:05. 'MidS.: :-3.38 ':12:23 :0.28.- LSup,.0.00 '. =:0.72 6. :ZSup. 0::00.':4.24 O.D'O. :LSup 0::00 " :8.87 'O::OO. .ZSup. 0:0:0' "0.:00. -5 . LSup:- 0,:00, . 4:2:4 0:00 L5up. 0.:00. . 8:8:T 0:'00 'LSup:-0:00 0.00: 4. LSup,: : 0.00 : -A:24 :0;60. ZSup.. : 0.00 : "8.87 :O;OO. :LSup.:0.00 D.00 .: K Job- No. K2180I 44A Designer JMH -BUILDING customer Kingsl.Commercial Center. Checker ' :SYSTEMS:. Address' .Logs. 1&2 .Block B;..Kings Hwy : .'Seal"Engr ' EenERsowndNsEETT%R.E0JLDl G& -Tort ,Pier.c'e 'FL.34948. Revision # 3 . LSup' • . 0:.:00 :$.24. .0-.00 . LSup 0•.00 °8.87, .0.00-. -LSup-,0.00 0.;00 2 LSup. : . .0:00•• 4.2'4 .0:00 LSup': '.0:00. ' 8.87 ,0.00 LSup, :0.00_. 0...00 1 - LSup:,._ 0.00- 4'.24 :0.00 LSup 0.00 8:87.:0.00 LSup:Q.00. . - 0.,00:.; RExt. LSup 0.00 :4 24. .0-.00. LSup: 0.00 :8.87, .0.00. LSup Q.00 O.-Ob- .-LOAD .ID ,2 - :._Dead+Collateral REACTIONS: _------.'Sh ------- ------ - ------ • .ear(:k) .. -Moment.(:f: k). .. --------- Bay Left Left Right .Right .. ; .Left Left MidSpari Right .. Right.: I.d .. Sup.; Lap : Lap; Sup Sup .. Lap.: Mom Loc:.. lap . .. Sup. LExt 0:.00 0...02 .. M0 0;0:1 1.11 0,02. 8 .. 0:12. 0..12 , • :'. 0.-.02-.. -0..82- 13.59' 0.:00 .' -7 . -0.:13 -0.13 0..00. : : 0.97 1:4.52..:. 0:.00 6 0'.00 0.00 .. . 0.00 0.•0.-0- .7:2 1 0;00 . 5 .. '0;00• a. • 0:.00 .. 0.•0.0 11.83; -0-0-0.. .. 0.00 0..00 0.00 . 1*1.83.. 0:.00 3 0:.00 0:,00 .. 0.00 0:0:0 1.1.83 0:0.0 2 .. 0;00, ' 0..00 0:.00 .. 0..0.0 11;83: 0.:00 . .. 1 . 0.00 0.00 0..00 0.00: 1:4.67., 0:.00 RExt 0:.00 0:,00 .. 0.00 0.0:0 0.50 0.00 STRENGTH/DEFLE.CTION:. . Bay Shear(k).---=--- -- -=Moment:(f-k.)--=--- Mom+Shr- - Deflect{in) Id. .. Loc. . talc_ Lirdi't ;bC• _ Loc f. :Cale.. Limit UC .. Lod UC Calc.Limit '.. LExt :. RSup 0:02:. 9:81 0.00 :. RSup 0:02:. 12:23 0:00 :. LSup 0:00 :. 0.0,4 $ .. LSup 0.12..' 9-:81 0'Al-'.. MidS'. 0•.82.. 12:23 0.07 .. LSup 0..00 0.15 . 7 LSup 0:13 . .9.81 0..01 M dS =0:97 .12.:23 0..'08- .LSup 0:0'0 0:21 6 :. LSup '0:00:.' 4-:24 0.00 '. LSup 0,00.. 8 '817 0."00 :.LSup 0:00 0'.00= ..5 •LSu.. .p: 0,00..' 4:24 0;:00 '..'LSup. 0.00.,': 8:87 0::00 '..'LSup 0.:00 ..,0.00'.. -4 4.'LSup. 0:00 . . .24 0..00• .LSu .. p 00 ."A.87 0.;00 ' .'LSup. 0:00 0.00. '. •. . .•3 :. LSup 0.00. 4:2'4 0:00 ; LSup 0:00:. 8:87 0:00 LSup -0:00 0'.00 2 '..'LSup. 0.00.. : .4:2-4 •0::00'.. LSup. 0.00..': 8.87 0::00 ,. LSup...0.0 0 0.00 .. . 1-' .LSup 0:00 . .4.24' 0..:00 .'LSup 0::00 . .8.87' 0.;00 .LSup 0:00 .. ..0.00 RExt LSup: 0'.00. • 4:2:4 0:00 :.'LSup -0:00.. 8:87 0.00 ;. LSup: 0:00 .'0.00: - LOAD ID. 3. ; Dead+0'.•6Wind• Pressurel. REACTIONS:. . --=---=-=Sh:ear,(k:)._-----=- --------------Moment'(f-:k)___________'____ . . igYit Bay. Left . .- Left: Right. . Right. . .. .Left.'.. : -Left . Mi'dSpan . Right. .R Su Su Lap' Mom. Loc : Ea . Su :Id Sup Lap. Lap.. _ . p p. . .. P P . LExt. 0.:00 0::04: . .: 0.00. 0'.01: 0.04 8. .._0.22 : -02 0 ':04. : : :1*.47 .: :13.59 00:0 7 0..2:4 0:24. 0;00 _1.:72. ''14::52 .. 0:00 6. 0:00 : ' 0::0'0 .. 0':00: 7.:21• _ _ .. ..0.00. 5. .. :0.00:• 0.00 0::00. 0.00' : :11.83 0:0:0 4 0.:0:0 0.00. 0.00 0.00. 11::83 : : 0:00 : 3: 0:00 . 0::00. ; :0;00. 0'.00: 11.'83, . 0.00 . ' A'270 Job' No. K2 180744A. Designer:. JMH.. .. w. T. KIRBY .. eTistomer 'Kings :Commercial, Center,. Checker.', BUILDING • . SYSTEMS'. hots 1&2;.Blo k'B; .Kings Seal Engr.Address' c HFiy . BeniRS6LUTiONS.BETTEe.evIwiKG&. Fort Pierce; RL.34948. Revision #" . -- ."2 . :'0.00 . - 0:00 0-.00. : 0.00 ."11:83 0.00 . . 1 0.00 0-.00' 0.00 0:00 14.61 0.00. RExt .. 0.00. - .0-.00 0.00 .. 0..00 0:50 :0.00 STRENGTH/DEFLECTION: .'.. Bay- -Shear'(k)-=_--_ =-=-=Moment(97k)==--_ =Mom+Sh.r= .' .D6fiect(•in). 'Id'. "Loc. Calc-Limit UC'. Loc -Cale Limit UC'. Loci .' UC Cal•c' Limit : . LExt-.. RSup:.:-.0-.04.. 9-.81.;0...00- .. RSup:.' 0.04.. 12-.23.:0.00- LSup:-O.00, .' 0.07 :' - '8 . LSup'" . .0':22 .9 Al .0..02 . MiA -.1:47.12.23 .0.12 LSup' 0'..00 0.2'7' . '.. 7 : LSup' '.0:24. 9 .81 0:02 MidS�' 1:72: 12.23 _0:14 LSup 0:00. -0..3.6' 6 .. LSup:._ •0'.00..' 4':29"'0::00' .. LSup:', .0.00.. 8'.87. 0::00-..LSup:0.:00" . .. 0.00 .. 5 . LSup -.0.00. :4.24 .0..00-.' LSup -' .0._00 • :-8.:87 0..00-. -LSup 0':.00 0,0.0' 4 : LSup '0:00 4.:24 0:00 LSup f : ":0;00: 8'.'.8.7 0:00 ; LSup 0:00." 0..0.0 3 .. LSup: . .0:00.. 4-;24. 0:,00 .. LSup: . :0:00.. "8-.87,-0:,00 .. LSup:0.:00 .:" 0.00 . -.. "LSup- .- .0.:00. 4.24 ,0..00 . LSup, .0:00 .8.:87 .0..00 . -LSup 0:.00 -0;0.0 ;'1 :• LSup 0 00; 4:24 0.00 LSup 0 00: 8 A7 0.00 :• LSup•:0.'00, 0.-0.0 " RExt'..LSup; . 0".00.. ""4-:24. o:A b ..LSup:.: :0:00.. 8;87 0',00 ..LSup:0.:00 . .. 0.00 : LOAD I.D 4.. Dead+:0.Wind 'Suctionl.. " REACTIONS:... _--------Shear(k)--=------- ------.--------Moment(f-k)-:-------- ----=- Bay..' . _Left Left .- Right.. 'Right Left . _ Left MidSpan _ .. 'Right :• Right La Id Sup :-Lap- Lap:. Sup .. Sup Lap -Moir Lod Lap'.. - Sup.. .. . LExt . :0.:00 '.. 0:14 0.100. . ,. . -0.04..• 1.11.. " :• -0:16 .. .8 0:83 0::7$ .. -0.16 .5:27 13:.47 :'.• 0:00 0.,83. .. . .0::00 .. 6:04* 14�:52: . :0.00' .. 6 : :0.00 : 0:.00 0.;00 0.00'.. • 7,21..' 0-.'.00 5 :. • 0:00 0:.00 ,. 0:00 0:00 11:83 . .• 0.;00 . . 4 .. : 0:00 0.;'00 0;:00 '•. : 0'.00 11:83:_� �":0.00''• .. 3.' .'..0.00 0:00 :.. 0.;'00 • .. : 0.00'. 11,83.. : 0:00 0:00 0.00 0:.00 0:00• 11::83 0:00 O.;Op, .. .0:00 ..' 0.00: 14:67.' •0.00' 0:00, :.' I 0.00." :0.00'. 0,50.. 0:00 STRENGTH/DEFLECTION: ,. .. . . - -- • Bay .---_----Shear(k):.�-=-"-=-� . . Moment('f-k;)-==.-=- .-Mom+Shr= Defl:ect.(in) • .' . . :'Id _.Loc.:: Ca1c..�Limi=t UC -. Loc•.�: Calc-. Limit UC :. Loc..: UC : :. Cale: Limit LExt. .RSup. 0::'14 ' :9.81 0::01.' .'RSup_ 0:.16 .12.23 0::01. .'RSup 0.02 0..25 * 8 LSu" 0'..83-.*. 9.8:1 0.08 :. MidS: 5.27. . 4.7:8 1:10*'.LSup: 0:09 • '. 0:97:.. P ' * 7.' 'LSup -0.83 ': 9:8-1 0-.08 ' MidS • ;6.04.. : 4.-78 .1::26* 'LSup.:0.00 : ':1.28 - 6.' .'LSup. 0:.00.'-..4.'24" 0:00.' .'LSup. 0::00 8.87 '0-:00. ,'LSup.0.00. .'0..00_ 5 . LSup: 0..00. . 9:2:4 0:00 'LSup: , .0..00-. 8:87 0:00 '.LSup: .0.00 : 0:00: 4. .'LSup.. . 0.00 '4:24 '0',00.' 'LSup.: : 0.00 . •8:87 .0-,00. LSup.:0.00 :0.00 3.' .LSup. 0::00 4.24 "0::00-' :i5up. 0::00 ' .8.87 0.':00.' LSup. 0.00 .0..00 2 , LSup: 0'.:00. . 4.2:4 0.00 . LSup: 0.'00 8.8.7 0.-00 LSup: 0.-00 : 0'.00: 1. 'LSup; 0.00 : 4.2-4 '0;00. LSup; 0.00 8:87 .0;00: LSup.:0.00 .' :0.00 .: . RExt. .LSup. 0::'00,' .:4.24 0::00.- tsup. 0:.00 _ .8.87 0':0'0. .1s'p. 0:0:0. 0.:00. *WRN(GVM-203:)' Moment. >. Limit,.* : . . ..A-271 �`.. . . 18074 : : . Job- No: IC2 4A. .- ,� � Designer' • - � JMH ' K��RBY . customer Kiags Commercial Cenber, Checker. .. $YSTEMS- " Addiess •Lots. 1&2..Block:5,. ings Hwy : - Seal-Engr. -" BETTERSOLUTIONS.BETTER.BUILDMt,•.I - 'Tor -Pierce;•'FL.34948, . ' Revision # -• - •. ..- LOAD ID'. 5 .Dead+Collateral+0;75LiIve+0:45Wind• Pressurel. -- --- --- -- - �'- -- -- -- --- -- REACTIONS: _-=--=-_-=Sh --------- -------------- - --------- -----Moment,(f.. k). . Bay • ''Left., Left-_ ,Right - Right. Left _Left.: MidSpan.: Right. Right. .". : . . 'I d'. Sup . ... .Lap: Lap.. '.Sup Sup. :,:,Lap,. 'Mom:,., Loc.. .Lap Sup•LExt• .. • 0-.00. 0-.08 . :. 0.00 0..02 1:11' :.0..09 . .. .. "-0:48 .0..09. -3.23 : . 13-.59.. 0,;.00 .. _. . 7 . . 0:.52 0..52 0:00 3;7.9 1.4.52 " '0:00. 6 .. 0.00. 0..00 . 0..00 .. 0..0.0 .7:21: :0.00 5 -0.'00 0:00 0-00.. 0.00:-. 11.8.3.. . ' 0.:.00 4 0:.00 01, 00 .. 0+"QO :. . 0,0:0 1.1.83 :. . 0.,00 . 3'.. 0:00. .0..00. 0;.00 .- 0..0.0 11.83' •0-00 2 . .• 0.00 0..00 0.:00 0.00 1.1.81 0-:.00 1 0:.00 0..00,.. 0:00 0.0.0 1.4.67 .. . 0-.00 . •RExt .. '0:00 0-.00• .0:.00".. : 0.0.0 0:50. ..0..00 ,STRENGTH/DEFLECTION:. . Bay'. -=--Moment..(f-k)-- - Mom+Shr- ,-Deflect(in), Td ' •Loc: Calc•Limit ' UC Ca lc Limit .. UC Loc:� Calc Limit UC Loc. LExt .. RSup =0.08". 9:81 0'.01 ,. RSup 0.09.. •12:23 0:.01 ., LSup:0.:00 0.15 8 LSup _ 0.49, -9.81 0..05 MidS =3.:23 12.23 0..26.. LSup• 0:.05 -0:59 7 ; LSup .0..52.. 9":&1 0.05 ; MidS 3:79: 12.23 0.31 LSup 0:00 0.81- 6 .. LSu p 0.00..':-4:24 0:.00'..'LSup 0.00.. 8:87 0.00 .. LSup:0.:00 _ _ 0.00 5 .LSup 0:.00 -'A.24' 0_:'00 LSup 0.00 8..87 0.,00- LSup- 0:00 0:0.0 4 LSup 0:00:.'• 4:24 0:00 ;.LSup - 0.00:. 8:87 0.00 :. LSup 0-:00 0:00 3 .. LSup '0.00.. 4•:24 0:.00 ,. LSup 0.90., 8.'87 0:. up 00 '„ LS :0"00 0.00 2 LSup 0:00 .':4.24' 0_:00 : .LSup 0:00. .8.:87' 0, 00 .LSup 0:00 "0.-00 = 1 LSup '0:0U.' 4•29 0:00 ;. LSup " 0:00;. 8:87 0:00 :. LSup 0.00 • :..0. 00: . . RExt ,. -L-Su p - 0.00.. 4;24 0::00',. •LSu 0.00,. 8:87 0::00-..'LSup:•0.00 �.:0.00': LOAD ID 6 Dead+Collateral+0':45Wind 'Pres'surel ---------------- REACTIONS: S ear•W•--:=-=-.---- ".�--.=-==.---___--Moment(f_g).-____._�_-_____:_-- .- .-- Bay .'.-Left' .-..'Left.. Right„ Right Left- ."..Left '_. Mi'dSpan Right :. Right Id S Lap. Lap. Sup -Sup Lap Mom 'Loc Lap. .. Sup . .. LExt. ' .0.00' -0:'04 '0::00. : : 0.01.• 1.11 0.05 . 8 0;2:6 0..25 0:05 1.69- 13::59 .0.00 1:98 14.52. 0.00 6, 0.00 0:00 0::00. " . . :0.00 .• -7 0;00 0.. .':0 . . 0:0:0 . .0.00.- 0:•00 0.:00.. 11::'83 0:00 : 4: . 0:0.0 . 0::00. .. . :0:00: .: : . 0:00: 1T",:83. . ': ': •' 0:00' : 0:00 0::00. .. :0'.00'.' '11.83 ': 0.0:0 2 0:0:0 .. .. : 0:00. 0:.00 0.:00 ''11::-83 ' : : 0:00 0::00. .. : :0:00. - 0:00: 14".:67 . :0.00 RExt. .. 0.00 : 0.00 0.':00. ':0.00 : : 0.50 : • 0.0:0 STRENGTH/DEFLECTION: - 2180.74" • Job' No: K 4A.• Designer:, ..JMH•' IRRY . c,is:tome= "Kin s':Cwherc" 1 Center.." cheick®r .. 'BUILDING,. 4 .. SYSTEMS L §. 1& k. ;.Kin .Addiess of 2..Bloc B gs Hwy : .'Seal' Engr. BETKEA.SOiUMNS.BETrmaunoiHCS . : :For .Pier.ce; FL.34948, Revision Bay'. __--=-=Shear(k)-=-_-_ -=- {'{_Moment(f=k)=-=-_ =Mom+Shr= . Deflect'(iri),'. Id Loc. .'.Calc Limit UC Loc.. Calc Limit UC Loc UC.: Calc' .Limit LEkt . RSup . .=0.-04 :9.81 .0,00 , -RSup' 0-.;05 12.23 .0,00 LSup 0.00 0..08 - 8 LSup 0:26. 9..81 .0:03 MidS- 1:69'- 12.23 _0:14 LSup' :0.00. 0...3.1 Z .. LSup 0.27• :9AI 0:.03' - Mids -1.98. 12.23. 0..16 -LSup 0.00. . .=0..42 :•.- 6. LSup' 0.'00 :4.24 .0.00. LSup 0'.-00 :8.87 .0.00'."-LSup 0.00 0:00" 5 LSup _ 0:00 4.24 0:00 LSup : . .0:00 8.�.87 0:00 LSup' :0.00.; 0..0.0 " 4 .. LSup: 0.00.. :4.24.;0..00 .. LSup'. 0.Q0 8•.87.'o.-.OQ- -LSup:0..00 0.00 : .: 3-. LSup .0.00 4.24" 0..00. "LSup .0.'00 • :8.'87 .0..00 . .LSup 0:.00 0.0.0 2 LSup 0:00." 4.24 0:00 LSup+ 0:00. 8..87 0:00 LSup :0.00. 0..00 " . LSu o 00 4 24 0 00 LSu 0 00 8 87 0.00 LSu 0.00 0..00 P:. p p RExt LSup 0•.:00 :4.24 0..00 LSup 0.:00 :8.87 .0..00 ' LSup 0:00 0.00. .LOAD .ID 7 D:ead+.Collateral+0..75Li've+:0.4.5Wind Suc.tionl" .REACTIONS: " -------.-=Shear(.k) --------- --.-----------=Moment.(f:-k).=.-=-=----:------ Bay Left Lefa Right :-Right Left Left MdSpan Right .. Right• Id .. Sup, Lap Lap: Sup, Sup .. Lap, Mom ' Loc. Lap-.' . : • S:up . .. LE 0:00 .0:.05 .. 0.00 0:0:1 1.11 -0."05 '. . 0..26 " 0.06. .. 1.82 13.40. 0..00''. 8 .. =0:30 . .. . : 7 -0.28 0.28 0..00 2.03. 14.52.. 6 .• 0•:.00 0:.00 0.00 0:0:0 7.'21 0.'00 5. 0:00 . 0..00 .0:.00 .. 0.0.0 11.83.. .0.'.00• 4 0.:00 0.00 0.,00. . .. 0.00 . 11.83.. 0:00 2 0:00 0:00 I 0:00 0:00 11 83 0."00 0:00 . : 0.,00 l. .0.00= 0:00 11.83; ,0..00 1 . .. .0.00. 0.00 :. "� 0.;00. .. : : 0.00, 1:4 67._. 0:0-0 RExt 0;00 : .0.00. 0:00 0.00• 0.50 0.00 : STRENGTH/D:EFLECTION:" 'Bay ------=Shear(k) _-_--- -- Moment;(f-k,)'- = Mom+Shr- Deflect (in)• Id-' loc.'.- Calc Limit UC• ':Loc. : Ca1c LLimit . Ud. Loc.�. UC �Cale.•Limit LExt RSup 0'.05'. 9:81 0.01 'RSup " _0.06;.'12;23 0:'00 ;.LSup: 0.00 0".09: 8:_. LSup - .=0.30..' 9:81 0-.'0 3 -..'MidS, 1.82,. -4:T8 0..38• LSup,0.00' .. "0.33" 7 - .'RSup 0:28 : .-9.81 0:03 .MidS 2:.03 . .4.78 0•;:42• .ZSup 0:0:0 0.43 LSup' -0.00.. 424 0:"00 . LSup: -0.0V 8:87 0.00 ;. LSup 0.00 0:00 5 "LSup. . 0.00.. 4.24 0..00 .. LSup.•. . .0.00.. : 8.87 0..00. LSup',0..0 0' ':0.00 4. .ZSup. 0::00 :-:4.24" 0-00. .LSup. . 0::00 .'*..8.87" 0::00." .LSup. 0.0:0 "'0.00 " "..3 ;'LSup: 0'..00. 4.2:4 0:"00 :."LSup 0'.•00.. 8:8.7 0.00 .LSup: 0.0-0 . 0.00 2. 'LSup.. . .0.00. : 4:2"4 0.,00. 'LSup; : 0.00 8:87 .0;00. „'LSup.:0.00 0.00 1 .LSup. 0::00 ,4.24 0::00. ."LSup. 0::00 . .8.87" 0::0�0. .LSup. 0.0:0� 0.:00. RExt LSup: 0'.00. . 4:2:4 0.00 .LSup: -0..00. . 883 0.00 LSup: 0:00 0.00: LOAD ID.: :8. Dead+Collateral'+o:"45ki:n . Suct •onl, REACTIONS 'She ar.(k).--_____-_. . ,__________---__Moment(f-k)'-_____-_-___-__ Bay. ': Left Left: Right,' Right. : . :heft. Left : .' Mid'Span : Right. .'Right ''. - Job No: K218'07 4 4A." � � " Designer;. "' JMH ' BUIRY customer Kingis, Commercial Center, Checker.'." STEMS'. ' Address .Lots. 1&2..Block:B;..Kings Hwy:""'Seal"•Engr. ETTER.SbWTioks:eerrFe:eouoiNGS : :Fort'•Pier.ee; FL.34948. . Revision # Td. . .".:Sup• . .. ..Lap:* . Lap.. Sup Sup". :-":Lap. .' - :Mom:' Loc . .'.Lap Sup - LExt .. .0.00.. 0.09. :..0..00 0,..03' . . .1:11 0.10, 0:49 0..,10-. . -3.36 :. 13.45- . 0.00 7 :. _0..53 0.53 0;00 3.'83' .14:52 0.00. 6 0.00. .0-.00 . 0.00' ." 0..00 .'7:21 . 0.00_ 0;00 0.00 . . 0.00 :-. 11.8.3 0.00 .. 4 000 0..00 .. 0:00 0.00 .1.1:83 :'.' 0":00. 3 .. '0.00.' - 0.00 . 0..00 .. 0..00 11:83. :•0.00 0:00 0..00 0.00 : ,"1-1".8.3-: Q:00 1 Q•;.00 :". O..OQ .. 0:00 0.00. .1.4.'67" .. . 0.00.: RExt '.. '0..00. 0..00. " :...0:.00" .. 0..00 0:50: "Q.:00 . STRENGTH/DEFLECTION: Bay- =-=----Shear(k)------ =----Moment..(�f-k)----- Mom+Shr- Deflect( nj.- .- Id.' Loc. Cale Limit .. UC•' •Loc.• Calc Limy t UC•. Loc: UC "Calc Limit' LExt RSiip: 0.09.. -"9;81. 0: 01•'.. RSup: 0.10.. 12.23. O' 01 .- LSup.0.:00 0.16 8 LSup •=.0.53 . .9.:81 -0-05 •Mid'S 3.36 "4.78 0..70 . LSup" 0:.00 0.•62 .. 7 ; RSup ' .0;53: • 9•:.81 0.05 MidS ;3:83.. 4 J8 0.80 ; LSup "0;00.- 0.81. 6 .. LSup. :0.00.. "4.24 0-.00 ".. L'Su 0.00.. 8".87 0:.00 LSup:0..00 0.00 . . 5 L Su p 0:00 4.24 .0..00 • :"LSup "• .0:00 8.:87 0..00 " -LSup- 0:b0 --"0.-0:0 4 LSup .:0,00'. " 4-:24 0.00 LSup ' :0:00: 8_:.87 0.00 LSup 0:00 0.0.0 3. ., LSup _ 0".00.. " 4;29. 0:.00 .. LSup 0".00.. 8".87 0:.00 _ LSup.0.:00 .. 0.00 -2 . .LSup• .• 0•:00• .4.24 ,0.,00 LSup- 0:00 .8..87 0..00 :LSup 0-:00 0.•0:0 1 LSup 0:00:. 4":24 0.00 :•LSup 0:00; 8:8.7 0.00 LSup 0".�00 ; 0.00 RExt• ,. LSup:-,- .. •p. 0".00..""4•;24_ 0:.00 .. LSup 0".00.. 8.87. 0:.00 -. LSup �0.:00 0.00'.. • • LOAD I.0 9.. : 0.6Dead+0.:6Wind "P:ressurel REACT IONS c•. --=-=--=-Shear(k)"--=-=-..--- ------.--------Moment(f=k)-:=-= ---------- Bay Left' ' '-Left'.. Right..': Right ;. Let t• ..Left '.. Mi'dSpan'. _ Right :.'Right " Id Sup ,Lap• Lap. Sup .. . Sup Lap ' . .Mom :Loc. . tap,..': Sup." LExt 0.00 -0:'03 0.'00 0.01 1.11 .: . .. 0:04 8 . . 0;2:0 - UO 0..20 ,. k 0:04 1.3.4 13 59 0. 7 0:22 _0_::22.• .. -0::00"•,' •_l.57 14'..52:. 0.00 6.-. .0.00 0:'00 0:00 '0.00 , -7.21 0.0'0' 5 0.0:0 0:00 0:00 0.00 ll:.83 0.00 . 4. O.-H " 0:00 0:00. : • 0.00: 1T'..83. " .0.00.• 3. ,:0.00' ': 0.00 ''0::00. 0.00'.: :11.93 0:00 .. " " 2 0:00 0:00. 0.00 0..00. ""11::"83: 0.00 . • . 1 0:00 0:00 . 0:00. -.'0' 00:• 14-.:67.'. RExt. 0.00 0:00 0::00. 0.00-.. 0.50 0:00 ,:STRENGTH/DEFLECTION:;. " .. Bay --Shear(:k)=-=--- -- =-Moment(�f=k)'-=-- Mom+Shr_ Deflect.(ih) Id Loc •Calc,'Limia . .UC Loc': Calc, Limit :UC 'Loc :• . UC : " 'Calc: Limit . 7 7- : LExt RSup. 0:.03 . .:9.81 0::00. :RSup. 0::04 ,12.23 0::00. "'LSup. 0:0:0' 0.'06. .8 . LSup: 0..20•'. 9:8:1 0.02 MidS: 1"..34. 12:23 O:TI - 'LSup: '0:00 . =0'.'25: 7. 'L•Sup 0.22 : 9.81 :0:02. 'MidS* . .-1.57 ,:12.23 .0.'13. LSup'.'.0 00, :=:0.33 ; �: A=274 ti • . .• �. . Job' oNeo K218 744A :- Desiger-.' .. JMH . KIRBY 'KingsComme rcial Cener Checker.BUI •' SYSTEMS Address .I,ot's. l&Z BZo.ck:B;..Kirigs Hwy :, .'Seal"Engr.' 2MERO onOAS.BET AWILONGS:.- T :Fort' Pierce; 'FL.34948• Revision '# 6. •LSup: . . 0:.;00- '4.24-.0,00. LSup 0.:00 -8.87. .0•.00 . LSup' 0'.00 .'. 0.:00 5 LSup: ; • .0:00• - 4.24. .0:00 LSup 0-00- 8.87. .0:00 LSup; :0.00.' - 0...00 : .'. 4 .. LSup: .; 0.00• 4.24. 0:00 .. LSup: 0.00. :8.87. 0.00 LSup:0.00. . 0..00: . 3. LSup' 0.:00 :'4.24 .0.00-. LSup- 0.'00 :8.�87 A.W. LSup 0:00 0.:00 - :2 LSup; 0:00 4-.24 -0:00 LSupf _ ..0:00. ' 8,.87 0:00 LSup. :0-.00.: 0,00 1 LSup 0:00• 4.24.-0.00 LSup:. 0-.00•• ' 8..87 -0.00 . _LSup:0.00• . . 0.00:. REkt. LSup' 0.'00 :4.24 .0.00. LSup- 0..00 :8.87 ,0.00-. LSup' 0-.00 0:0'0 LOAD .I.D 10 . :0..6Dead+0:6Wind .S.udti I 1 REACTIONS: --- - --- -- --------- Bay Left Left Right :Ri:ght .. Left Left MidSpari :Right .. Right.: . Id .. Sup.: Lap' . I;ap.. - Sup. Sup-_ Lap.- Mom Loc. Lap Sizp hExt 0:.00 0:,15 .: 0.00 -0;0:4 1:11 =0,16 8 .. =0:85• 0..80 , 0:.16'.. 5.,3.9 13;47: .0.:00 .. - 7 :--0.:85 . .. ' 0.85 0..00 6.18 : . 1.4:52.. 0:.00 .. 6 0:.00 : :0:,00 '.. 0.00 0;0:0 7:21 : 0;00 5 .. 0:00• 0.00 0'.00 0.-&0 ' 11;83: 0.:00 4.'. 0.'00 . ... 0.00 0..00-' 0.00 :. 1.1:83- 0•:.00 3 0:.00 .0:,00. .. 0.00 0;0:0 1.1�:83 0.,00 2 .. 0..'0 0 0..00 0:.00 ...: 0.00 11;83. 0-00: 1 .-..-0.'00 ;,'. ' 0:00 0..00 0.00: 14:87._ 0:.00 RExt .• 0:00 :' : : 0::00 .. 0.00 0:0:0 .0:50 0:'00 STRENGTH/DEFLECTION: Bay :. ==.---=Shear(k),=--=--- -----Moment:.(f-k.)--=-=- Mom+Stir- Deflect{in). • Loc Cale_ Limit UC 'Lod. Cale_ Limit UC .. Loc- : UC _ Ca LExt ; RSup 0:15; 9;-81 0.01 :. RSup =0:16:. 12:23 0:01 :. RSup 0:02 0:2-6 * 8 LSup =0.85•: -9:81 -0:.09 ,.'Mids 5-.39..' 4,78 •1::13*_:LSup,0.:09' '.. '0.99 * 7 LSu p ' �0:85 : .81 0..'09 .•Mias '. 6::18 . .4.78 1_:29* .LSup 0:00 .1:31 ,6 LSup 0:00; 4:29 0:00 ;'LSup 'C :0:00. 8:87 0.00 :.'LSup 0;00 :. 0.00 5 .:LSu .. - 0.00•.' 4.24 0:.00 LSu .0 00•: 8.87 0:.00- .:LSu 0.00 0.00 4 '.LSup 0:00 .4.24 0-.:0 0 .LSup 0.00 : .8..87 0-;'00• .LSup. 0.0'0 0.00 3 :. LSup 0.00:. • 4:24 0:00 ; LSup: 0:00:.'• 8.87 0.00 ;. LSup 0:00 ..'0.00 2 Sup 0.00 .4.24 -0::00'.. LSup-i : :0.00.. 8:87 Q.00: LSup 0.00' .."0.00'. -1 .-LSup 0:00 . .4.24 0:'00• .LSup 0:00- .8.87 0_ 00• .LSup 0.GO :0:00 RExt . LSup 0.•00. 4:24 0:"00 :. LSup 0.00. 8:8:7 0:00 ; LSup 0.00 :.'0.00 _WRN•(GVM-203) Moment >• Limit DEFLECTION:: . LOAD :ID. 11 Dead+Co11a:ter6'1:-+-Live. Bay. ..Offset. .. Def1'ect.(in)... id `•(f-) . .. .Cale Limit .Ratio LExt. ' . '0.00. 0:14 8 13.50. 0.53 2::16 : :0;24. 7. '14:52 -0:72 .-2-.:32, 0:34,. w K 218074 .. Job No: K 4A: Designer JMH . RBY c,istomer Kin s .Commercial. Ceirter.- Cfiecker BUILDING S. SYSTEMS ' Addiess Lot''. 1&2..B1ock:B..'..Kirigs Hwy : . Seal"Engr. Bt"EFk.S6t:nbNi: aHs ' ti .. .• ' Pie L.rF4948.. Revision # 6. 0...00* 0`.00.- •1.15 0.00 5 0.00 0.00 .- •1':89 :,.,0.00 4 0.00 0'.00 -.1:89:• 0.,0p '3 . 0..00 '0.00. 1-.89• 0.00 -2 0.Q0. :0.'00 . 1.89 : .'0.00' .. . 1 - 0;00 0':00 .2:35. 0-.00 RExt . :'.'5.29' - '0-.00. LOAD AD 12- :'.'Dead+Collateral .Bay Offset-. Def:lect.•(' n) Id .. -(ft) Ca.lc Limit: Ra.tio-, LExt 0..00' . ;0.:04 8 .. 13:50 0:.1-5 .2 i 16. 0..07 . : 7 :14'.52 0-;21, 2.32.. 0.09 :• 6 G.00. :.0.:00 • 1•:15 : . 0;.00 5 .. 0.00 0:.00 1:89:• 0..00 4 0.00 .. 0:00 1•.89.. • ' 0.00 :• . : . : 3 G 00 • .0.-00 1:89 0:.00 '. 2 .. 0.00 0 .00 :1:89: 0_00 . 1.. _ . 0:.00 .. 0-.'0 0 2.35.. 0.00 RExt :• 5..29 •0-00 LOAD ID.13: Live . . Bay'.. Offset Deflect(in)'. Id . . (:ft) .. 'Calk Limit. Ratio LExt .. 0.00 0'.1'0 8 13'.50'.. �0:36 2.16.. 0:17 14.'52 .-0.51 2:32 .' 0::22. - 6 .: 0:0 0 0:0,0 1:15' 0.,0 0. 5 0.00 ..' 0:00 1.89.. : 0:•00 4 0:00 0.00 1:89 G.00 : . : . 3 ,. 0.00 0.'0'0 1'.89:. • 0':00. is : 2 0;:00 ..' 0:00 -1.89.. 0.00 :• .I 1 0:00 ..0.00 2:.-35 . .. .0:00. - RExt •. 5.29 0;U0 LOAD I'D 14 Dead+0.3Wind P'ressurel Bay. Offset. .'.Deflect;(in) "Id (ft) Ca.Tc' Limit. .Ratib. LExt. ; .0.00. •0.:04 • 8 .'. 13::50. 0.16 Z.-I6 . :0.08•.. 7 . 19:52 -0.22 . 2.:32. . 0::10. .' 6. ,: :0:00. 0:00 1.15 0.00 5 0::00 .'.:0.00 . 1.89 " : :0;00. 4. 0;00 0:0:0 . 1;89. . 0::00 3. . ; '0.00. '0:00 : 1.89 O:OQ 2 0.:00 '0.00 ':1::'89 ': :0:00. 1. 0.00 0.Off . 2.:35, . 0::00. Job' K218!0744A. Designer K JMH• IRB i Customer Kin s,.Commercal Center,.' Checker - BUILDING YStEMS 9i S - Address Lots. 1&2..Block:B ..Kings Hwy :..'Seal Engr.' eenERUa Vnoks FortPiei.ce'; 'FL.34.548,'. Revision # RExt. .:5.29 ...;0'.00. LOAD, .ID ;15 :.:Dead+0.'39Oind Sucti*onl Bay : Offset. Deflect.(in) Id -(ft): Ca.ld .Limit: Ratio. tExt - . .0-.00. =0.07 8 - ';13:50 0:28 . .2:16 0.13'. : . -7'. :14..52 0.37. 2.32.. 0:16 6 0..00. 0..00 .' .1:15 :. 0:•.00. : . 5 .. 0:00 0-..00 '.1:89: 0..00.. . 4 0;.00 .. 0:00. .1.89..•- 0:00 -3 0..00. :0.:00 . .1:89 0:.00 .. 2'.. 0.00 0:.00 1:89: 0..00 --1 0:.00 .. 0.'00 - 2.35.. MO RExt 5..29 ' -0..00 K2.180744A Strut=Bolts .. 10/ .4/21. 11:.17am RAFTER-CONNECT.ION: . .. . • Bac Front SW . . .'Back. SW. . • ucation . .Pu'rlin.. Eave. Strut Eave Strut:. RF. -Welded. Clip Direct Bolt- ..Direct.. Bolt • EAVE STRUTS: Wall Frm' Line . : ---=Bolt Selected= --"Bolt.Capacit.y-(�k)=_--; Dt..'Bolt . _. : _ I:d Id Type No:,. Type Di a„ WsYir CaIc -Shear.: Bear R:atio.. Id . 2.• . ,.1. .RF 2 :. A325 0:500; 1.: 1:69 10.60: 6:30 0.27:. . 83. :-.. 2• 2 .'RF . 2 ' A325.1 0:500 1 1,69 10.60 6:30 0.27 83 .. 2: 3 RF 4 .A325 ' 0:500 . . 1 ## 6.65 2T.21 .12.60 . 53 . .. . . 83. .'2'.. . ..'4. :RF .4 :. A325: 1 0:500;' 1.. ## 6:.65 21.21:. 12:.60 0.53:. ... 83 . 2 5 -RF . 2 A325. Q.500 1.-.. . A.26 10.60 6.-3,0 0.67 ...83 2 6 RF -2- :A32:5 0:500 l. . 4.20 10-.60 .' ..6.30 .0.67 83 7' RF 2 . A325 0.'500- 1 - 1:74 10.60. 6.30 0'.28. . 83. 2. -:8 RF . 2: 'A325': .0:500 1 1.7.4 :10.60 ': 6.'30 : 0.28 83 2:- '83 9 . RF :2 .'P,325_ 0:500 ,. .1. . .• . ._ 1..74' 10:60 .`.6.30' :0:28 . -2'. 10' RF 2 .'A325 0.500. . 1 1:74 10.60. _ 6:30 0.28 77 .4. ' . .:l ..R.E : 2: 'A325', .0;500 . 1 1:71 _10.60 8:32 : 0.21 ': 77 4 2 _ RF : : :.2 .'A325 0::500 .',. .1.'. 1.71'�10:60 . ..8.32 . 0.21 77 ..4 .. • 3 RF 2 A325: 0:500.' 1 4:15 10.:60. . 6:3:0 . 0.-66.'- 77 4. :4 . RF . 2. A325 .: :0;500 1 4:15 :10.60 6.30 : 0.66 77 4: 5 : RF '. ': 2 . .A325. 0::500 , :1 . 4.15 10::60 . .:6.30 . 0::66: .: : . 77. 4 .: : ,.6. .RF 2 A325: 0:500.. : l . 2:02' 10',60. . 6:30 •0,-32-.' 77.- 4. 7 RE' : 2. A325 .: :0:500 ': 1 •'2:02 '10.60 �6:30 : 0.32 77. 4: . 8 . RF '2. :A325. 0::500 " : :l ..:2.02 10::60 6..30 . 0:.32 - 77 A . 9 RF .. 2 A325: 0.-,500. . 1 2:02' 10.'60•,V. 6.3:0' . 0'..32. . 77. A 277 J 8 Job' No. R21 0799A: ' Designer;.- = JMH KIRBY .. . BUILDING Customer Rings':Commercal Center.. Checker.' $YSTE.MS I H. .. o .. wy .-Seal Engr. e¢Treasoutr�oks emCaeuaniMcs Fortl .:Pier.ce; "FL.34948 Revision # ' PURLINS:. Bolt :Capaci•ty.(k):: .: "Surf .Frm -Line 'Brace Bolt :Selected-=-:'.'--=Shear=-=. --Bearing-. Dt-Bol•t- Id ' . .Id.,Type -Loc • No-. Type Dia Wshr Calc Limit" .' Calc Limit, .Ratio :'.. : Id- 2 1 RF., 14:67 2 -A3071:':'0.:500- 0 •0'.90 '5:30.; 0.90 5.61. .0.17.. 71 .2' ' 2.• .RF .- .. :-14:67, 2'. A30•7 0.500 0:. 0:90 :5.30 0.90 :-9.45 0:17 71 2 3 . RF : - 14.67 . :2 A307 0:500• .0- 1:14- - 5:30 .1:14. 8.._4.4 0:22 71-. 2 4 '.RF. 14:67 - 2 .. A307 :. 0•:500.. 0 1:14_. 5:30. •1.14- 8'.44, •0'.22.. 71 2- 5.- RF .' .. :-14%.67- .. '2 , A30.7 0..500 : ,-0-- 1:12 :5.30 . .1:12 :8.44 .'_0:21 : . . 71- 2.. : 6 . RF 14..67-. ...:2 ;A30.7 0:500•- .0..- ' '•'1:12:• 5:.30 -.'1:'12- 8.:.44 0:21• 71 . 2 7 :RF. 14:67 2 ".A307 :. 0::500 0 :0:94.. •�5.30, .0:94.: 8,44. .0:18. 71 2 8 RF :14:67 2 : A307 0..500 :---0*. .-'.0•:94 :'5.30 . .0:94 :-9.:45 .0:18 _ 71 2 9 . RF 1.4..67 . :2 . A30.7 0:500:- 0. '0,94:• 5:30 '0;•94: 6:.62 0;16: 71 " 2- 1 -:RF. '17.57 2 --A307 : _ 0::500_ 0 1:92..': '5;30. :1:92.. '5:61, D 36.. 71 RF 17:.57 .. • 2-. -A30:7 0..500 : .-0:- 1:92 5.30 . 1:92 • .9.A5 . .0:36 71 ., 2:. 3'. RF 19..57 . • :2 A30.7 ' 0.500; 0.: '2;43; 5:30 2,43; 8:.94 046; 71 . 2 4 RF � �17.57 :• 2 "_ A307 0:.500.. 0 . 2:43.. '5•:30 2:43.. 8:44 0:46" 71 ; . 2 ' S RF 17.57 .. - -2-' A307 0..500 : 0: 2:39 5.:30 2.•39• -8.:44 .0:45 • 71-.. 2: . 6 - R-F 17..57 . .2 A30.7 0.500:• 0.. 2;39:• 5:.30 •.2,39; 8:.44 0,45: 71 2- .7 RF 17.57 2 .. A307 0'.500.. 0 • 2-.00..- 5:30 2-.00.. - 8•.44 D 3.8_ - 71 17'.57 '.. 2 .A30.7 0..'800 : -0: - 2•:00 ••5.30 2:.00 • :9.:45 .0:38 .. 71-.- '2. 2- 9 RF 17..57 2 A30.7 " 0:500:• 0.. 00:• 5:30 '2:00: 6:62 0.38: 71 2 1 --RF 33.00 2 .. A307 0:.500.. 0 . 1:34.. -5:30" 1:34..' 5:61 0:25.. 71 2 2 RF 33:.00 .: 2 ' .A307 0...500 0:• 1:34 . :5.30 " 1:34 9.45 0.'25 . 71 2 3 'RF 33.,00 • .2 A30.7 0.500;• 0..- 1:34:. 5:30 1..34. 8.:44 0.25' 2 4 RF - :. 33:00 2 '.. A307 0::500.. 0 1:34.. 5.'30 1.8.4 8.:44 0:25.. :71 2: . 5 RF 33::00-.. 2 ' .A307 0..'500 . . 0:. • 0:79 : ..5.30 -'0:79 : .-8.:44 0:15 . : -. 71..: 2 6 RF 33..'00 2 . A307 0:500:. 0.. '0'.•79: 5:3'0 0:79: 8-:44 0'.•15, _71 . - 2 '7 'RF - :. 33:00 2.' 'A307 • 0;:500.. 0.".. 0:79.. -5-:30 0:79.. --8-A 44 0.15.. 71 2 • 8 RF' .: 33'.00 2 .A307 0..'500 0'. 0:79 : .5.30' 0:79. 9.45' 0:15 . 71 . 2 .'9' RF 33,;•00 2 :.'A307 0:500'. 0.,' '0:79'-' 5:3'0 '0..79', 6:,62 •'0:15.. -71 .3 1 •RF - -33:00 2 '„'A307 0;:500.. 0 1:34. 5:3.0 1.34.:--5:61 0:25-. - 7.1 3 2 - RF - •33;:00 2•' .'A307 0,'500 .".• •0,. 1:.34 . .-5.30 1.34 :.•9.;45 •'0:25 .' .-71 ..': 3. 3 OF 33,;00 .2 ; A307= 0:500;.' 0.. 1:34-: 5:30 1:34;. 8:44 •'0":25: '-7 1 : 3 4 'RF 33.00 2•'„'A307 0;:500..: 0 1.34..' 5:3"0 - 1.34..:-8.•44 • ;0.25-: .71 3: 5 RF : :,33..00 '.: 2. .'A307 0,.:500 . .. .0-.' 0::79 . :5.30 0:.79 . .8.-44 •'0-:15 -. 71 .: 3.. . . 6 RF -': : 33:00 2 '.'A307: 0:500. • `0 ': 0'.79.� 5:30 0.19.'. 8:44 _-0.1.5-- _ 71 3. 7 RS 33:•00 2' 'A307 1 0,.500..': 0 0.79..': 5:30 - .0.79;: 8.44 - 0.15.: 71 :. 3 8 RF : 33':00 2 ' .'A307- 0:500 .'0-.". ' 0::79 .5.'30 0::79 9.45 0::15 .. . . 71. .. .. .. 3 : : g. :RF 33,'00 2 .'A307: 0:500. • 0 • 0.79'. • 5.3:0 . 0..7 ' 6:.62 0.•15-. 71 3. 1 .,RF . -48:'S3 2: A307 .0:500 0 . .• 1.74 5:30 • I.74 5:61 • 0.33 71 3 2 . RF 48;53. 2. .A307. 0:500 .0. . 1::74 .' ..5.30 1::74 .9.45 . 0:.33 • ;. 71 „ . . :3:0 : 041- T119. 5 3. ,'3' :RF 4 00. 0 2'.: 3. 4 . RE . 48:'58 2. A30T.: '0:500 0 2.19 ': .3'0 . 2.19 '8:44 .0 41 71 3: 5 • 'RF 48;53. 2. 'A307. 0:500 . ,. •0. . 2::41 : ,:5.30 :Z. 8.'49' . 0::45 . . 3'.. . .'6 .'RP ; : 48::53. : ..2 . A507: 0.500. . 0 2'.:41. . 5.3:0 .'2'.:41-. . 8.4:4' • 0.45. . '.71 3. 7 . R.E : 48:'53 2. 'A307 .: .0;500 0 2.12 '5.3.0 : 2.12 8:44 : 0.40 .'71 3: 8 RF• . .- ..48:53. 2. .A307- '0.'00 . 0. . 2::12 .`;5.30 2'.12 9.45 . 0::'40 ' : : .'71.- .3'-- : . 9 . RF 48::53.- 2 ,'A307: 0.500. 0 2.:12-. . 5:3:0 . 2.:12. . 6:62 . 0.'40. 71. 3. :1 .-RF . 51.44 2. A307 .' :0..500 ': ' 0 1.08 5.30 . 1.08 5.61 . 0.20 71 RF 51:94. 2. 'A307 0:5'00 :0 :1::'08 :5.30''. 1::08 9.45 :0:.20 7I. . 3 : : 3 :RF 51 AA. 2 A307: ' 0:"500 '. •0 1.:37 5:3:0* 1.:37 8:4:4 . 0..26- '.71. 3. A . RF 51:44 2. A307 ,; 0;500 0 " : : 1.37 5:30 : 1.37 8:44 : 0.26 71 : d A 278 -.. .: Al .. RBY .: cJ e Job' No: K21 0799A.• � � • ..Designer". JMH BUILDING ustomer :Rings Commercial Center• Checker.' - S1fStEMS :B;..Kings Hwy : .•Seal'Engr. Addiess .Lots. 1&2..Block UMEA LUTIbks.6M.MBuILDING "Fort .Pierce, "FL.34998.'. Revision #" " 3 5.' :RF, 51-.44 .. 2'. -A307' , .0.'500 - : .'0 1.50 :5.30. . 1.;50 r8.44. . 0'.:28 71" 3:,., 6 . RF 51.,"44 :2 A.307 0:500- .0. 1:50 5.30 1 .1:50- 8".44 " 0:'28 71 3' 7 RF 51.44 : 2 A307 : .-0•.500• 0 .1 32• ,5.30.: •1.32 :'.44.' •0.25. . : 71 3 . .. 8.' •RF 5l.-.44 - ;2 . A30.7 0.500 :. 0 1.32 • :'5.30 1:32 :'9."45". 0:2.5 • 71'.. .3:, 9-. RF 51•..44 : :2 A30.7 0:500• 0- .1:32• 5.30 •.1:32• 6.•62 :0:'25: " •. 71 ##NOTE Not"standard .bolt connection --------=-=----=--=---=-------=- -=----=--=--=---------�-=-=----=--=-�-=----=--= ------------------------------------ -------------------------- ---------------- K2.180744A -Roof .Panel Zones . 10/:4/21. 11:.17am PANEL: Tensile. Thick . .. Yield. Strength Part (in) (ksi:) -(ksi). . KR6- .. .0.0.18 80-A 0 •62:00 . PURLIN. SCREWS: : . Da Washer Limit Part. (in.) : .(in) (k) -H.1030_ OM' .. 0:50 2.-7.8 -PANEL :ZONE.. LAYOUT:; _ _ .. ;. Purloin(ft,in') '.Panel. Surf ----:--Zone-=----. . ___: Locate(:ft)=. Surf ace..(ft)-- )3ay'.. Load Min .Zone Id Id Description Start End. O:ffsetl Offse:t2 .'Id .Id Width- -Thick {f ti: 2 1 Interior ' 28.70. 171.30 21.:60 ".:33:11 3. : 9 .2.81 0:0 67 2.81 2 :.'2" Middle 1-4:35 185.65-: .•10;80 -33.11 3 6 '. 2.92 0.067 ;.'2.9.2. . 2 7 Lt.top co.r'ner. . 0.00: I0:8:0 0;00 3:60 1 1-., 2.34.•0.089• -. 2.38'. : '2 8 Rt. top •corner; • 189.20 . 200.00: 0.00 3:60 8- . 1 2.34 0:105• .2.38 2 11 Lt top cor. gabl .0:00 3.60: '. 3'6"0 10.80 1 3 '. 2".38: 0.'089 '.'2:38' " 2 12 Rt ..top cor: gaol •1'96'.40 200:0;0 3:60 10:80 8 '. - 3 .:2.38 .0.105-.. 2.38 : 2 T5 Exterior :0.00: •2:00.00' 0.00" •. 33:I1 3 ,.: 6 .2.•92 0:0:67•' 2..92 3 1 Interior _. : 28'.70: 171.30 •0:0'0 - ; 11;5:1 3 4=.. 2'.83 :0.067•,_ 2.83'. 3 .2 Middle: 1:4.35'. .185'.65: 0.00 '22:31 3 , 6 .2.92 0:067-- .2.92 3 �. 9 Rt'-bot..corner 18'9.20 20:0.00 , -'29:5:1 .33.11' 8• A .'2.22 0.105 '. 2.42' " ."3' :1:0 Lt.bot. corner.". - '0.00:" '10.•80 29:51 ."33.1:1 1 . 12, '2.22 .•0.089 - 2'.42 ,. 3 . 13 •Rt. bot: cor'.•ga�il 19=6.40.- •200'.00' 22.31 2'9:51 • 8. ':11. 2..42. 0:105" .'2.•42. 3 :14" Lt: bot.•co'r_ gab'l .0.00. 3.60 .. . .. 22:31 :29.51 :.': 1 11 . 2:42: 0:089 :'2:42: 3 15 Exterior. '= • - 0.00: 20`0.:00 0:0'0 • . 33:1:1 " •3 6. '2.92'.•0.067 -2.92•.• PURLIN 'SCREW CHECK;. . , Wind: -----==Limt(k)_----. -- . Surf. ,Zone. • Sc'rew, .:Suction: L"oad. . Purlir .: : .'Panel 'Screw Max. . Id : Id' Space, . (ps:f) (k) -'Pullout. Pullover .Tension UC.' 1". . 1::00 31:76: 0.:09•". : :0.29'•. : 0:2:7" 0.74" "0::33 2 : - . 2 1,:00. . 55.27. 0.16 0..29. •0:27 0:7:4 . 0,59.' -2 7 1.00 99.42. 0:.23 0':38: 0.27 -0:74 : 0.85 A 279 Job'No: K21.80744A:- .� �� -;• Designer'. JMH KIRBY customer Kings':Coinmerc'ial Canter. . Checker- -BUILDING. SYSTEMS Address' .Lot'sII. 1&2..B1ock:B;..Kings Hwy : . Seal Engr.' eETrEastliunoks.eErrEaavaoiNNGt..- 'Tortt ,Pierce; FL.34948,'. Revision W 2. . . '. 8: 1'..00 :'.. 99,..42 0:23 . 0.,45 0.27 :0.74 0.;85 1:00 ' . . •9.9.,42 : 0.24 0.:38' , . .. : 0'.27.: 0.74 . .0:86 2. . 12 a.00, . . . 99..92 . .' 0.:24 : 0,..48 :0.27, 0.74.. 0:86 2 :15 1,.'00 :'.: 73-..06' . . .0:21 0.•29 0.27 :0.74.. 0.78 3 . 1- 1.00 31.:76' 0.09 0.,2-9-" :"0.27 . 0'.74. '0.33 . 3 : . 2.- 1-:00 :'. 55.27 0:16 0.29:. 0.27 :-0.74 . 0:59 3. .9. . 1:00 99.42 : .0-.22- 0:45' 0.27.' 0..74 0:81:. . 3 10- a-.00- 99,.42- 0:22 • 0..38 0.27 0.74. 0.8.1.. 3 :-13. .1-:00 99..42• -,'0:24:• 0.45 0.27 0.:74 . 0:88 :.. •3. 14-. .1:00' 99.42 .0.24.. 0;38 - 0-.27. 0..74 0:88. 3 15 .1.00.. .73;0.6" 0:21 0..2.9 : 0.27 0.74. 0-.78_ BASE SCREWS,:' :. Dia Washer Limit Part- (in) : .('in) (k). . H:1040." .0.22 '0-A5 2.8.0 BASE S:CREW.. CHECK: Screw -For.ce/S.crew :.Shear- .. Wall Base .. Space, Wind -_Seis: Limit.' . .Max Id Length-,' (f.t) (k)'- :(k), .. .(k)... U.0 -2 155:.25•'.. 1.00 D 046 0.008: 0•.'213 0:2.1 4 91..25 . •1.:00 0.077 : 0:.014.. 0:213 Parisi Shear: Not.. Used. .. �K21807:44A'.. : Extension Panel Z6nes 10/ 4/21.- 11:17am. - - -PANEL:'. . . .. o ... .- � . Tensile :. .. •. . _-Extend Thick Yield' Strerigth:. Id-Side Part .(in).. : :(:ksi).. (ks:i) . - 1 Roof . KR6- 0,018 '80.00 62:00. . .PURLIN SCREWS:. . __Extend-. Dia: Washer Limit . Id.Side -Part : (in).. (in): (k): , 1: Roof 1410:30_ ' : : '0'.22: .0.:50.,' . 2::'78 .'.. . :PANEL ZONE.'LAYOUT: .: , . -= Purlin.(ft;in)_ ..Panel --Extend- --=--=Zone=_--== . -=Locate(ft)-=. "Bay Load Span : . :Id. Side Id. Descript"ion., . ' Star.t End" Id. . Id Width .Thick (ft). . - 1 :Roof 1 interior: 0::00. 188:25. 3 1 1:6:7 0:067 1.67 . PURLIN -SCREW CHECK: :Wind --------Limit.(k)--._____ Extend- Zone Screw": :Suction . Load. P:urin . Panel- . ..Screw. -Max-. . _ A 280 ' Job No: •K21 B 0,7 4 4A :. :. ' Designer . JMH KIRBY .. customer Kin s .Commercial Center. . Checker. BUILDING 4. SYSTEMS Address' .Lots- 1&2..B1ock:B. Hwy,..Kin gs y :•.'Seal"Engr. eErreksdiundkssaeungtrres . Fort:Pie rce; "FL.39948. Revision '# Id :Side.; '. .Id' : ..Space . .(psf) (k) Pullout Pullover Tens•i'on'. : .;UC' . . 1 Roof .1 1..00 67.•68 0..1.1 :0.29.; .0.27'. 0.74' . 0..41 _�--=_=___-=______=_=__-- __-__=_=___.. . K21807-44A - Warning,Summar E .10/ 4/2i 11:'17am EAVE STRUT Member. . .. . WRN.(GVM-2.03) : Moment > 'Limit :. *Failing:eaves struts in bay. 21:& along:line A are nori=ezistant. .. . . A 28I - _ o _ o O o o O O STEEL LINE' - 260'-0 - - '. STEELS LINE . . 29'74.1/2- 1.4-4�3/16 24'-0' 24'-0' 24'=0'. .24"0..:'. .30'-6•..'. �j MATCN'BELOW-..N 00 m . 4 O'2"10'� D. . 10 ao2 3 O 2'-5' iN . S. 12- . . . E .' _ 8.. . . - .. `s'-0'FINE EKL Z .:W '�'�• Z z .. .. _ 19� 9• vi J . . . . . 29-'4'1/2� 14_9� '.'24_0.. 24._0: . -. .24'-0' .2*_0�..' . .30 •.STEEL'.LINE: . . .. . . 200'=0' . : . . . . . . . . . . SfEEL'LINE .. _ . . \��/. . . . ' . . . . . . , SPECIAL' NOTES' -FOR\ - P.URLIN' .AANALYSIS "Purlins designed with proper edge zones as shown.above .: WORST CASE•PURLINS*ANALYZED,.whibh dovers.all other purlins-. ' A 282 10fi/2021 .. . '. : : '' � R;oDfA'PS1:Di.Ct '. . -" . . . ' . • . _ • . _'. . ' •• '. . . esign�for:su rf.2,:id 2... •: . . . . • . : K2180.744A Design•Code : 10./ 1/21 -12:37pm. STRUCTURAL'CODE: Des'ign:.Basis.• : . . •WS Working 'Stress, Hot.'Rolled'Steel' AISC16.' " Cold Formed:Steel'.:: fIAUS16: . . BUILDING.CODE':, , Wind-Code:. FBC .;20 .(IBC 18)'.. . . . Seismic Zone ..A . MODULUS-OF ELASTICITY-' . - Hot .'Rolled.Steel :. 29000.lksi)`. . ' :Cold. Formed Steel 29500 (ksi) K2180744A Purlim'Layout.'(Surface 2). 16/ 1/21 12:37pm _ SURFACE. LAYOUT; . Surface No: .:_'Peak - Id. Length'.Row.' 'Space,' 38.114 12 1.:333 ' PURLIN LOCATIONc. .: " Purlih'. Surf. Load Dead -Show id Offset : Space ,;width Load. Report Id UC Report • -Notes'. -; .1 2_031 2.031. 2.224 . • 2.18 -10' 0.91 NomiShr'. `2 .4:448. 2::•417 . '2:417 2::03 :Y• 10 0.56: Mom+Stir 3 •6..664 2.417. •2..91.7. -2.01 10 0..96 Mom+Shr 4.. ' 9.2.61 2.41:7' 2.41.7 ' 2,01: •10 '.:Oi 96 .Mom+Shr 5 11.698. 2..417 .21667. 1..,82: : : 10. 0: .9' .Mom,Shr. 6 ` .14.614 2:917'. 2 i 917'. 1'.67 '. 10 '0'.95'.Mom,Shr 7. .:`17:531: 2.917.:-2-.911 1.67 .: 10- 0.:95- -Mom;'Shr '8 20:498 2.'917 .2:875 1:69 ' . 10 .0.94--Mom,Shr. _ 9 23..281 2...833' 2.833.'_ 1...71. 10 '. 0:92.:.Mom,shx 10'. . .26.114' .2.-833 .2-.833 1.71. 10 0.92' 'Mom;Shr . :11 28.'948. '.2:833: `.2.833 :`.1':71 . : 10'. 0,92 Mom,'Shr. 12 : : 31.18;1; '2.633; 2',756 '1..77: 10 •:'0.'90' Mom;Shr ,33.114'. 1:333 • Ade"rage= '1:82. .LAYOUT-. -Bay: - . . Design.', ___Lap(ft)-- No. Unit. . .:Total ' Td 'Part• Length. Left . •Right .Strap• . Weight. ••Weight LExt 95ZO75 2.21. : 0 9:'5 '•113.6 1 ° 95Z.015: 2.54'. . l.94.- 0 19.1'. 229,'5 2 -95ZO67 14:75 1.94 .:'1.19 0- • 68.3 819.2' 3 -9SZ0.6,7 24:.00 1.'19' . 1;1.9.' 0. 100.7• .1.20Q:•7. 4.,95Z067.. ' . : .24..00_ 1...19 . •T.19 .0 10.0:7.- 1208:•7 5-'-95.Z061 24:00. .1.19. 1:19-. 0 .100.7. 1208.7 " A_183 " . iDA1/2022 R40 fpeSz.Out < 6 95Z075 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 709.1 8509.6 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- K2180744A Purlin(Sur£ace= 2, Id= 2) 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 Offset = 4.45 ------------------------------ LAYOUT: (Purlin Id= 2) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 2.54 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 -0.03 -0.08 -0.21 0.16 0.26 1.27 0.20 0.47 2 0.34 0.21 -0.57 -0.65 0.47 -0.07 -0.40 5.10 2.01 2.73 3 0.77 0.69 -0.76 -0.84 2.73 1.86 -1.73 11.52 2.56 3.51 4 0.81 0.73 -0.73 -0.81 3.51 2.60 -1.34 12.00 2.60 3.51 5 0.84 0.76 -0.69 -0.77 3.51 2.56 -1.73 12.48 1.86 2.73 6 0.68 0.60 -0.81 -0.94 2.73 1.97 -0.70 10.09 4.12 5.81 7 1.19 1.06 -0.80 5.81 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: A-284 10A1/2021 ROO fDE51.Out 0 ` Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.00 1 RSup -0.11 4.24 0.03 RSup 0.25 8.45 0.03 RSup 0.04 0.00 2 RLap -0.57 3.02 0.19 RLap 2.01 7.13 0.28 RLap 0.34 0.01 3 RLap -0.76 3.02 0.25 RLap 2.56 7.13 0.36 RLap 0.44 -0.26 4 RLap -0.73 3.02 0.24 RLap 2.60 7.13 0.36 RLap 0.44 -0.15 5 LLap 0.76 3.02 0.25 LLap 2.56 7.13 0.36 LLap 0.44 -0.26 6 RLap -0.81 4.24 0.19 RLap 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear Uc Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.06 2.65 2.36 0.03 2 0.06 2.65 2.11 0.03 0.57 2.65 2.11 0.27 3 0.57 2.65 2.11 0.27 0.74 2.65 2.11 0.35 4 0.74 2.65 2.11 0.35 0.74 2.65 2.11 0.35 5 0.74 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 -0.01 -0.02 -0.06 0.05 0.08 1.27 0.06 0.13 2 0.10 0.06 -0.16 -0.19 0.13 -0.02 -0.12 5.10 0.57 0.78 3 0.22 0.20 -0.22 -0.24 0.78 0.53 -0.50 11.52 0.73 1.00 4 0.23 0.21 -0.21 -0.23 1.00 0.74 -0.38 12.00 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.73 -0.50 12.48 0.53 0.78 6 0.19 0.17 -0.23 -0.27 0.78 0.56 -0.20 10.09 1.18 1.66 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.00 1 RSup -0.03 4.24 0.01 RSup 0.07 8.45 0.01 LSup 0.00 0.00 2 RLap -0.16 3.02 0.05 RLap, 0.57 7.13 0.08 RLap 0.10 0.00 3 RLap -0.22 3.02 0.07 RLap 0.73 7.13 0.10 RLap 0.13 -0.07 4 RLap -0.21 3.02 0.07 RLap 0.74 7.13 0.10 RLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap, 0.73 7.13 0.10 LLap 0.13 -0.07 6 RLap, -0.23 4.24 0.05 RLap, 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 A-2 8 5 10/1/2021 R.DD fAPS2.Dut LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.02 2.65 2.36 0.01 2 0.02 2.65 2.11 0.01 0.16 2.65 2.11 0.08 3 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 4 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 -0.02 -0.04 -0.10 0.08 0.13 1.27 0.10 0.24 2 0.17 0.11 -0.29 -0.33 0.24 -0.03 -0.21 5.10 1.02 1.39 3 0.39 0.35 -0.39 -0.43 1.39 0.95 -0.88 11.52 1.30 1.79 4 0.41 0.37 -0.37 -0.41 1.79 1.32 -0.68 12.00 1.32 1.79 5 0.43 0.39 -0.35 -0.39 1.79 1.30 -0.88 12.48 0.95 1.39 6 0.35 0.30 -0.41 -0.48 1.39 1.00 -0.35 10.09 2.10 2.96 7 0.60 0.54 -0.41 2.96 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 RSup -0.06 4.24 0.01 RSup 0.13 8.45 0.01 RSup 0.02 0.00 2 RLap -0.29 3.02 0.10 RLap 1.02 7.13 0.14 RLap 0.17 0.00 3 RLap -0.39 3.02 0.13 RLap 1.30 7.13 0.18 RLap 0.22 -0.13 4 RLap -0.37 3.02 0.12 RLap 1.32 7.13 0.19 RLap 0.22 -0.08 5 LLap 0.39 3.02 0.13 LLap 1.30 7.13 0.18 LLap 0.22 -0.13 6 RLap -0.41 4.24 0.10 RLap 2.10 8.24 0.25 RLap, 0.27 0.02 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.18 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.03 2.65 2.36 0.01 2 0.03 2.65 2.11 0.01 0.29 2.65 2.11 0.14 3 0.29 2.65 2.11 0.14 0.38 2.65 2.11 0.18 4 0.38 2.65 2.11 0.18 0.38 2.65 2.11 0.18 5 0.38 2.65 2.11 0.18 0.28 2.65 2.11 0.13 A-2 8 6 10/1/2021 RDD fAPS1.Dut ' 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 0.04 0.12 0.37 -0.33 -0.49 1.27 -0.38 -0.86 2 -0.62 -0.39 1.02 1.16 -0.86 0.12 0.73 5.15 -3.59 -4.89 3 -1.39 -1.24 1.36 1.50 -4.89 -3.33 3.10 11.52 -4.57 -6.27 4 -1.44 -1.30 1.30 1.44 -6.27 -4.64 2.39 12.00 -4.65 -6.28 5 -1.50 -1.36 1.24 1.38 -6.28 -4.58 3.10 12.49 -3.31 -4.87 6 -1.21 -1.07 1.44 1.67 -4.87 -3.52 1.24 10.08 -7.40 -10.42 7 -2.13 -1.90 1.47 -10.42 -6.52 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay__-------Shear(k)------- -----Moment(f-k)= -------Mom+Shr--Def-lect(-in-) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 0.00 1 RSup 0.20 4.24 0.05 RSup -0.46 8.45 0.05 RSup 0.07 0.00 2 RLap 1.02 3.02 0.34 RLap -3.59 7.13 0.50 RLap 0.61 -0.01 3 RLap 1.36 3.02 0.45 RLap -4.57 7.13 0.64 RLap 0.78 0.47 4 RLap 1.30 3.02 0.43 RLap -4.65 7.13 0.65 RLap 0.78 0.27 5 LLap -1.36 3.02 0.45 LLap -4.58 7.13 0.64 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap 0.53 1.57 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.12 2.65 2.36 0.05 2 0.10 2.65 2.11 0.05 1.03 2.65 2.11 0.49 3 1.03 2.65 2.11 0.49 1.32 2.65 2.11 0.63 4 1.32 2.65 2.11 0.63 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 6 1.08 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- p�7 LExt 0.00 -0.17 0.00 0.05 1.11 0.19 A-2 1O/i/2021 RAD fDPSl.out 1 -0.04 -0.08 -0.23 0.19 0.30 1.27 0.22 0.53 2 0.38 0.24 -0.64 -0.73 0.53 -0.08 -0.45 5.10 2.25 3.07 3 0.87 0.78 -0.85 -0.94 3.07 2.09 -1.94 11.52 2.87 3.94 4 0.91 0.82 -0.82 -0.91 3.94 2.92 -1.50 12.00 2.92 3.94 5 0.94 0.85 -0.78 -0.87 3.94 2.87 -1.94 12.48 2.09 3.07 6 0.76 0.67 -0.90 -1.05 3.07 2.21 -0.78 10.09 4.63 6.52 7 1.33 1.19 -0.89 6.52 4.08 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.00 1 RSup -0.12 4.24 0.03 RSup 0.28 8.45 0.03 RSup 0.04 0.00 2 RLap -0.64 3.02 0.21 RLap 2.25 7.13 0.32 RLap 0.38 0.01 3 RLap -0.85 3.02 0.28 RLap 2.87 7.13 0.40 RLap 0.49 -0.29 4 RLap -0.82 3.02 0.27 RLap 2.92 7.13 0.41 RLap 0.49 -0.17 5 LLap 0.85 3.02 0.28 LLap 2.87 7.13 0.40 LLap 0.49 -0.29 6 RLap -0.90 4.24 0.21 RLap 4.63 8.24 0.56 RLap 0.59 0.05 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap 0.33 -0.98 RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.65 2.36 0.03 2 0.06 2.65 2.11 0.03 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.83 2.65 2.11 0.39 4 0.83 2.65 2.11 0.39 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 : Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 -0.02 -0.04 -0.12 0.10 0.15 1.27 0.12 0.28 2 0.20 0.12 -0.33 -0.38 0.28 -0.04 -0.24 5.10 1.18 1.60 3 0.46 0.41 -0.45 -0.49 1.60 1.09 -1.02 11.52 1.50 2.06 4 0.47 0.43 -0.43 -0.47 2.06 1.53 -0.78 12.00 1.53 2.06 5 0.49 0.45 -0.41 -0.46 2.06 1.50 -1.02 12.48 1.09 1.60 6 0.40 0.35 -0.47 -0.55 1.60 1.16 -0.41 10.09 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) O p Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-2 O° 10/1/2021 R.00 fDcsz.0ut • ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.00 1 RSup -0.06 4.24 0.02 RSup 0.15 8.45 0.02 RSup 0.02 0.00 2 RLap -0.33 3.02 0.11 RLap 1.18 7.13 0.17 RLap 0.20 0.00 3 RLap -0.45 3.02 0.15 RLap 1.50 7.13 0.21 RLap 0.26 -0.15 4 RLap -0.43 3.02 0.14 RLap 1.53 7.13 0.21 RLap 0.26 -0.09 5 LLap 0.45 3.02 0.15 LLap 1.50 7.13 0.21 LLap 0.26 -0.15 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear uC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.03 2.65 2.11 0.02 0.34 2.65 2.11 0.16 3 0.34 2.65 2.11 0.16 0.43 2.65 2.11 0.21 4 0.43 2.65 2.11 0.21 0.43 2.65 2.11 0.21 5 0.43 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.37 2.65 2.36 0.16 -- --- 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 0.01 0.04 0.13 -0.13 -0.17 1.27 -0.14 -0.30 2 -0.21 -0.13 0.34 0.39 -0.30 0.04 0.25 5.23 -1.21 -1.64 3 -0.47 -0.42 0.46 0.50 -1.64 -1.12 1.04 11.52 -1.53 -2.10 4 -0.48 -0.44 0.44 0.48 -2.10 -1.56 0.80 12.00 -1.56 -2.11 5 -0.50 -0.46 0.42 0.46 -2.11 -1.54 1.04 12.49 -1.11 -1.63 6 -0.41 -0.36 0.48 0.56 -1.63 -1.18 0.41 10.06 -2.50 -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 8.45 0.01 RSup 0.03 0.00 1 RSup 0.07 4.24 0.02 RSup -0.16 8.45 0.02 RSup 0.02 0.00 2 RLap 0.34 3.02 0.11 RLap -1.21 7.13 0.17 RLap 0.20 0.00 3 RLap 0.46 3.02 0.15 RLap -1.53 7.13 0.22 RLap 0.26 0.16 4. RLap 0.44 3.02 0.14 RLap -1.56 7.13 0.22 RLap 0.26 0.09 5 LLap -0.46 3.02 0.15 LLap, -1.54 7.13 0.22 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: A-28 9 10A1/2022 Roo fpesz.out • Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.35 2.65 2.11 0.16 3 0.35 2.65 2.11 0.16 0.44 2.65 2.11 0.21 4 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 _ - _1 0.02- 0.08 0.23 -0.21 ----0:3-1-1-27--0.24--0.55 2 -0.40 -0.25 0.65 0.74 -0.55 0.07 0.46 5.17 -2.28 -3.10 3 -0.88 -0.79 0.86 0.95 -3.10 -2.11 1.96 11.52 -2.90 -3.98 4 -0.92 -0.83 0.83 0.92 -3.98 -2.95 1.51 12.00 -2.95 -3.99 5 -0.95 -0.86 0.79 0.88 -3.99 -2.91 1.97 12.49 -2.10 -3.09 6 -0.77 -0.68 0.92 1.06 -3.09 -2.23 0.78 10.07 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.71 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Lac UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8.45 0.03 RSup 0.05 0.00 1 RSup 0.12 4.24 0.03 RSup -0.29 8.45 0.03 RSup 0.05 0.00 2 RLap 0.65 3.02 0.21 RLap -2.28 7.13 0.32 RLap 0.39 -0.01 3 RLap 0.86 3.02 0.29 RLap -2.90 7.13 0.41 RLap 0.50 0.30 4 RLap 0.83 3.02 0.27 RLap, -2.95 7.13 0.41 RLap 0.50 0.17 5 LLap -0.86 3.02 0.29 LLap -2.91 7.13 0.41 LLap 0.50 0.30 6 RLap 0.92 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap, -1.20 11.72 0.10 MidS 5.37 9.06 0.59 LLap 0.34 1.00 RExt LSup -0.09 11.72 0.01 LSup -0.04 12.95 0.00 LSup 0.00 -0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.65 2.36 0.03 2 0.07 2.65 2.11 0.03 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.84 2.65 2.11 0.40 4 0.84 2.65 2.11 0.40 0.84 2.65 2.11 0.40 5 0.84 2.65 2.11 0.40 0.61 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 A-290 10/1/2021 Roo fpesz.out • LOAD ID 9 : 0.6Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 -0.02 -0.03 -0.10 0.08 0.12 1.27 0.09 0.22 2 0.16 0.10 -0.27 -0.30 0.22 -0.03 -0.19 5.10 0.94 1.27 3 0.36 0.32 -0.35 -0.39 1.27 0.87 -0.81 11.52 1.19 1.63 4 0.38 0.34 -0.34 -0.38 1.63 1.21 -0.62 12.00 1.21 1.64 5 0.39 0.35 -0.32 -0.36 1.64 1.19 -0.81 12.48 0.87 1.27 6 0.32 0.28 -0.38 -0.44 1.27 0.92 -0.32 10.09 1.92 2.71 7 0.55 0.49 -0.37 2.71 1.69 -2.18 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc, Calc Limit UC Loc UC Calc Limit LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 RSup -0.05 4.24 0.01 RSup 0.12 8.45 0.01 RSup 0.02 0.00 2 RLap -0.27 3.02 0.09 RLap 0.94 7.13 0.13 RLap 0.16 0.00 3 RLap -0.35 3.02 0.12 RLap 1.19 7.13 0.17 RLap 0.20 -0.12 4 RLap -0.34 3.02 0.11 RLap 1.21 7.13 0.17 RLap 0.20 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.19 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.38 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Le£t_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.03 2.65 2.36 0.01 2 0.03 2.65 2.11 0.01 0.27 2.65 2.11 0.13 3 0.27 2.65 2.11 0.13 0.34 2.65 2.11 0.16 4 0.34 2.65 2.11 0.16 0.34 2.65 2.11 0.16 5 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 0.04 0.13 0.38 -0.34 -0.50 1.27 -0.39 -0.88 2 -0.64 -0.40 1.04 1.19 -0.88 0.12 0.75 5.15 -3.68 -5.00 A-29 1 10A1/2022 RDD fDeSl.out 3 -1.42 -1.27 1.39 1.54 -5.00 -3.41 3.17 11.52 -4.68 -6.42 4 -1.48 -1.33 1.33 1.48 -6.42 -4.75 2.44 12.00 -4.76 -6.43 5 -1.54 -1.39 1.27 1.42 -6.43 -4.69 3.17 12.49 =3.39 -4.99 6 -1.24 -1.10 1.48 1.71 -4.99 -3.60 1.27 10.08 -7.58 -10.67 7 -2.18 -1.94 1.51 -10.67 -6.68 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 0.00 1 RSup 0.20 4.24 0.05 RSup -0.47 8.45 0.06 RSup 0.07 0.00 2 RLap 1.04 3.02 0.35 RLap -3.68 7.13 0.52 RLap 0.62 -0.01 3 RLap 1.39 3.02 0.46 RLap -4.68 7.13 0.66 RLap 0.80 0.48 4 RLap 1.33 3.02 0.44 RLap -4.76 7.13 0.67 RLap 0.80 0.28 5 LLap -1.39 3.02 0.46 LLap -4.69 7.13 0.66 LLap 0.80 0.48 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06 0.95 LLap 0.54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.12 2.65 2.36 0.05 2 0.11 2.65 2.11 0.05 1.05 2.65 2.11 0.50 3 1.05 2.65 2.11 0.50 1.35 2.65 2.11 0.64 4 1.35 2.65 2.11 0.64 1.35 2.65 2.11 0.64 5 1.35 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 -2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.01 1.18 0.01 3 12.00 -0.26 1.92 0.14 4 12.00 -0.15 1.92 0.08 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio-- ------ ----- ----- ----- A-292 20/1./20z1 Roo fAesz.out LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.07 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.07 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.19 1.92 0.10 4 12.00 -0.11 1.92 0.06 5 12.00 -0.19 1.92 0.10 6 12.00 0.03 1.92 0.02 7 14.75 -0.62 2.36 0.26 -- RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.05 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 : Dead+0.3Wind Suctionl ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 0.14 1.92 0.07 4 12.00 0.08 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin Layout(Surface= 3) 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- A-293 10A1/2022 Roo fDesi.out h SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 3 33.114 12 1.333 PURLIN LOCATION: Purlin Surf Load Dead Show ------Max-Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 1.333 1.333 2.750 1.77 10 0.90 Mom,Shr 2 4.167 2.833 2.833 1.71 10 0.92 Mom,Shr 3 7.000 2.833 2.833 1.71 10 0.92 Mom,Shr 4 9.833 2.833 2.833 1.71 10 0.92 Mom,Shr 5 12.666 2.833 2.875 1.69 10 0.94 Mom,Shr 6 15.583 2.917 2.917 1.67 10 0.95 Mom,Shr 7 18.500 2.917 2.917 1.67 10 0.95 Mom,Shr 8 21.417 2.917 2.667 1.82 10 0.89 Mom,Shr 9 23.833 2.417 2.417 2.01 10 0.96 Mom+Shr 10 26.250 2.417 2.417 2.01 10 0.96 Mom+Shr 11 28.667 2.417 2.417 2.01 Y 10 0.96 Mom+Shr 12 31.083 2.417 2.224 2.18 10 0.91 Mom,Shr 33.114 2.031 _-- -_ -- Average= 1.82 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 95ZO75 2.21 0 9.5 113.6 1 95ZO75 2.54 1.94 0 19.1 229.5 2 95ZO67 14.75 1.94 1.19 0 68.3 819.2 3 95ZO67 24.00 1.19 1.19 0 100.7 1208.7 4 95Z067 24.00 1.19 1.19 0 100.7 1208.7 5 95ZO67 24.00 1.19 1.19 0 100.7 1208.7 6 95ZO75 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 709.1 8509.6 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin(Surface= 3, Id= 11) 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 3 Purlin Id = 11 Offset = 28.67 ------------------------------ A-294 10A1/2021 tzoo fpesz.out ` LAYOUT: (Purlin Id= 11) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 2.54 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment-(f-k-)----_-=- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 -0.03 -0.08 -0.21 0.16 0.26 1.27 0.20 0.47 2 0.34 0.21 -0.57 -0.65 0.47 -0.07 -0.40 5.10 2.01 2.73 3 0.77 0.69 -0.76 -0.84 2.73 1.86 -1.73 11.52 2.56 3.51 4 0.81 0.73 -0.73 -0.81 3.51 2.60 -1.34 12.00 2.60 3.51 5 0.84 0.76 -0.69 -0.77 3.51 2.56 -1.73 12.48 1.86 2.73 6 0.68 0.60 -0.81 -0.94 2.73 1.97 -0.70 10.09 4.12 5.81 7 1.19 1.06 -0.80 5.81 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.00 1 RSup -0.11 4.24 0.03 RSup 0.25 8.45 0.03 RSup 0.04 0.00 2 RLap -0.57 3.02 0.19 RLap 2.01 7.13 0.28 RLap 0.34 0.01 3 RLap -0.76 3.02 0.25 RLap 2.56 7.13 0.36 RLap 0.44 -0.26 4 RLap -0.73 3.02 0.24 RLap 2.60 7.13 0.36 RLap 0.44 -0.15 5 LLap 0.76 3.02 0.25 LLap 2.56 7.13 0.36 LLap 0.44 -0.26 6 RLap -0.81 4.24 0.19 RLap 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.06 2.65 2.36 0.03 2 0.06 2.65 2.11 0.03 0.57 2.65 2.11 0.27 A-2 95 10/1/2022 RDo fpesi.0ut 3 0.57 2.65 2.11 0.27 0.74 2.65 2.11 0.35 4 0.74 2.65 2.11 0.35 0.74 2.65 2.11 0.35 5 0.74 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 -0.01 -0.02 -0.06 0.05 0.08 1.27 0.06 0.13 2 0.10 0.06 -0.16 -0.19 0.13 -0.02 -0.12 5.10 0.57 0.78 3 0.22 0.20 -0.22 -0.24 0.78 0.53 -0.50 11.52 0.73 1.00 4 0.23 0.21 -0.21 -0.23 1.00 0.74 -0.38 12.00 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.73 -0.50 12.48 0.53 0.78 6 0.19 0.17 -0.23 -0.27 0.78 0.56 -0.20 10.09 1.18 1.66 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.0.0 0.01 0-.00-- -0-50- 0-00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.00 1 RSup -0.03 4.24 0.01 RSup 0.07 8.45 0.01 LSup 0.00 0.00 2 RLap -0.16 3.02 0.05 RLap 0.57 7.13 0.08 RLap 0.10 0.00 3 RLap -0.22 3.02 0.07 RLap, -0.73 7.13 0.10 RLap 0.13 -0.07 4 RLap -0.21 3.02 0.07 RLap 0.74 7.13 0.10 RLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap 0.73 7.13 0.10 LLap 0.13 -0.07 6 RLap -0.23 4.24 0.05 RLap 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear Uc ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.02 2.65 2.36 0.01 2 0.02 2.65 2.11 0.01 0.16 2.65 2.11 0.08 3 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 4 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right A-29 6 20A1/2021 TZD0 fDes2.Out Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 -0.02 -0.04 -0.10 0.08 0.13 1.27 0.10 0.24 2 0.17 0.11 -0.29 -0.33 0.24 -0.03 -0.21 5.10 1.02 1.39 3 0.39 0.35 -0.39 -0.43 1.39 0.95 -0.88 11.52 1.30 1.79 4 0.41 0.37 -0.37 -0.41 1.79 1.32 -0.68 12.00 1.32 1.79 5 0.43 0.39 -0.35 -0.39 1.79 1.30 -0.88 12.48 0.95 1.39 6 0.35 0.30 -0.41 -0.48 1.39 1.00 -0.35 10.09 2.10 2.96 7 0.60 0.54 -0.41 2.96 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 RSup -0.06 4.24 0.01 RSup 0.13 8.45 0.01 RSup 0.02 0.00 2 RLap -0.29 3.02 0.10 RLap 1.02 7.13 0.14 RLap 0.17 0.00 3 RLap -0.39 3.02 0.13 RLap 1.30 7.13 0.18 RLap 0.22 -0.13 4 RLap -0.37 3.02 0.12 RLap 1.32 7.13 0.19 RLap, 0.22 -0.08 5 LLap 0.39 3.02 0.13 LLap 1.30 7.13 0.18 LLap 0.22 -0.13 6 -RLap -0.41 4.24 0.10 RLap 2.10 8,24 0.25 RLap-0.27----0.02 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.18 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.03 2.65 2.36 0.01 2 0.03 2.65 2.11 0.01 0.29 2.65 2.11 0.14 3 0.29 2.65 2.11 0.14 0.38 2.65 2.11 0.18 4 0.38 2.65 2.11 0.18 0.38 2.65 2.11 0.18 5 0.38 2.65 2.11 0.18 0.28 2.65 2.11 0.13 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)-------=- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 0.04 0.12 0.37 -0.33 -0.49 1.27 -0.38 -0.86 2 -0.62 -0.39 1.02 1.16 -0.86 0.12 0.73 5.15 -3.59 -4.89 3 -1.39 -1.24 1.36 1.50 -4.89 -3.33 3.10 11.52 -4.57 -6.27 4 -1.44 -1.30 1.30 1.44 -6.27 -4.64 2.39 12.00 -4.65 -6.28 5 -1.50 -1.36 1.24 1.38 -6.28 -4.58 3.10 12.49 -3.31 -4.87 6 -1.21 -1.07 1.44 1.67 -4.87 -3.52 1.24 10.08 -7.40 -10.42 7 -2.13 -1.90 1.47 -10.42 -6.52 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 A-297 10%/2021 RDo fDPS1.out STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 0.00 1 RSup 0.20 4.24 0.05 RSup -0.46 8.45 0.05 RSup 0.07 0.00 2 RLap 1.02 3.02 0.34 RLap -3.59 7.13 0.50 RLap 0.61 -0.01 3 RLap 1.36 3.02 0.45 RLap -4.57 7.13 0.64 RLap 0.78 0.47 4 RLap 1.30 3.02 0.43 RLap -4.65 7.13 0.65 RLap 0.78 0.27 5 LLap -1.36 3.02 0.45 LLap -4.58 7.13 0.64 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap 0.53 1.57 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.12 2.65 2.36 0.05 2 0.10 2.65 2.11 0.05 1.03 2.65 2.11 0.49 3 1.03 2.65 2.11 0.49 1.32 2.65 2.11 0-.63- --- 4 1.32 2.65 2.11 0.63 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 6 1.08 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 1 -0.04 -0.08 -0.23 0.19 0.30 1.27 0.22 0.53 2 0.38 0.24 -0.64 -0.73 0.53 -0.08 -0.45 5.10 2.25 3.07 3 0.87 0.78 -0.85 -0.94 3.07 2.09 -1.94 11.52 2.87 3.94 4 0.91 0.82 -0.82 -0.91 3.94 2.92 -1.50 12.00 2.92 3.94 5 0.94 0.85 -0.78 -0.87 3.94 2.87 -1.94 12.48 2.09 3.07 6 0.76 0.67 -0.90 -1.05 3.07 2.21 -0.78 10.09 4.63 6.52 7 1.33 1.19 -0.89 6.52 4.08 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.00 1 RSup -0.12 4.24 0.03 RSup 0.28 8.45 0.03 RSup 0.04 0.00 2 RLap -0.64 3.02 0.21 RLap, 2.25 7.13 0.32 RLap 0.38 0.01 3 RLap -0.85 3.02 0.28 RLap 2.87 7.13 0.40 RLap 0.49 -0.29 4 RLap -0.82 3.02 0.27 RLap 2.92 7.13 0.41 RLap 0.49 -0.17 5 LLap 0.85 3.02 0.28 LLap 2.87 7.13 0.40 LLap 0.49 -0.29 6 RLap -0.90 4.24 0.21 RLap, 4.63 8.24 0.56 RLap 0.59 0.05 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap 0.33 -0.98 A-29 8 10A2/2022 F-00 fDcsi.0ut RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.65 2.36 0.03 2 0.06 2.65 2.11 0.03 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.83 2.65 2.11 0.39 4 0.83 2.65 2.11 0.39 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 : Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup- Sup Lap-------Mom-- -Loc-Lap up ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 -0.02 -0.04 -0.12 0.10 0.15 1.27 0.12 0.28 2 0.20 0.12 -0.33 -0.38 0.28 -0.04 -0.24 5.10 1.18 1.60 3 0.46 0.41 -0.45 -0.49 1.60 1.09 -1.02 11.52 1.50 2.06 4 0.47 0.43 -0.43 -0.47 2.06 1.53 -0.78 12.00 1.53 2.06 5 0.49 0.45 -0.41 -0.46 2.06 1.50 -1.02 12.48 1.09 1.60 6 0.40 0.35 -0.47 -0.55 1.60 1.16 -0.41 10.09 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- -=-- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.00 1 RSup -0.06 4.24 0.02 RSup 0.15 8.45 0.02 RSup 0.02 0.00 2 RLap -0.33 3.02 0.11 RLap 1.18 7.13 0.17 RLap 0.20 0.00 3 RLap -0.45 3.02 0.15 RLap 1.50 7.13 0.21 RLap 0.26 -0.15 4 RLap -0.43 3.02 0.14 RLap 1.53 7.13 0.21 RLap 0.26 -0.09 5 LLap 0.45 3.02 0.15 LLap 1.50 7.13 0.21 LLap 0.26 -0.15 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.03 2.65 2.11 0.02 0.34 2.65 2.11 0.16 3 0.34 2.65 2.11 0.16 0.43 2.65 2.11 0.21 4 0.43 2.65 2.11 0.21 0.43 2.65 2.11 0.21 A-2 99 10/1/2021 Roo fDCS1.Out 5 0.43 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.37 2.65 2.36 0.16 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 0.01 0.04 0.13 -0.13 -0.17 1.27 -0.14 -0.30 2 -0.21 -0.13 0.34 0.39 -0.30 0.04 0.25 5.23 -1.21 -1.64 3 -0.47 -0.42 0.46 0.50 -1.64 -1.12 1.04 11.52 -1.53 -2.10 4 -0.48 -0.44 0.44 0.48 -2.10 -1.56 0.80 12.00 -1.56 -2.11 5 -0.50 -0.46 0.42 0.46 -2.11 -1.54 1.04 12.49 -1.11 -1.63 6 -0.41 -0.36 0.48 0.56 -1.63 -1.18 0.41 10.06 -2.50 -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: -- -- --- --- Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 8.45 0.01 RSup 0.03 0.00 1 RSup 0.07 4.24 0.02 RSup -0.16 8.45 0.02 RSup 0.02 0.00 2 RLap 0.34 3.02 0.11 RLap -1.21 7.13 0.17 RLap 0.20 0.00 3 RLap 0.46 3.02 0.15 RLap -1.53 7.13 0.22 RLap 0.26 0.16 4 RLap 0.44 3.02 0.14 RLap -1.56 7.13 0.22 RLap 0.26 0.09 5 LLap -0.46 3.02 0.15 LLap -1.54 7.13 0.22 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear Uc Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.35 2.65 2.11 0.16 3 0.35 2.65 2.11 0.16 0.44 2.65 2.11 0.21 4 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- A-300 10A1/2021 R00 fDes2.0ut . LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 1 0.02 0.08 0.23 -0.21 -0.31 1.27 -0.24 -0.55 2 -0.40 -0.25 0.65 0.74 -0.55 0.07 0.46 5.17 -2.28 -3.10 3 -0.88 -0.79 0.86 0.95 -3.10 -2.11 1.96 11.52 -2.90 -3.98 4 -0.92 -0.83 0.83 0.92 -3.98 -2.95 1.51 12.00 -2.95 -3.99 5 -0.95 -0.86 0.79 0.88 -3.99 -2.91 1.97 12.49 -2.10 -3.09 6 -0.77 -0.68 0.92 1.06 -3.09 -2.23 0.78 10.07 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.71 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8.45 0.03 RSup 0.05 0.00 1 RSup 0.12 4.24 0.03 RSup -0.29 8.45 0.03 RSup 0.05 0.00 2 RLap 0.65 3.02 0.21 RLap -2.28 7.13 0.32 RLap 0.39 -0.01 3 RLap 0.86 3.02 0.29 RLap -2.90 7.13 0.41 RLap 0.50 0.30 4 RLap 0.83 3.02 0.27 RLap -2.95 7.13 0.41 RLap 0.50 0.17 5 LLap -0.86 3.02 0.29 LLap -2.91 7.13 0.41 LLap 0.50 0.30 6 RLap 0.92 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap -1.20 11.72 0.10 MidS 5.37 9.06 0.59 LLap 0.34 1.00 RExt LSup - -0.09 11.72 0.01 LSup -0.04 12.95-0.00 -LSup--0-:00----0-12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.07 2.65 2.36 0.03 2 0.07 2.65 2.11 0.03 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.84 2.65 2.11 0.40 4 0.84 2.65 2.11 0.40 0.84 2.65 2.11 0.40 5 0.84 2.65 2.11 0.40 0.61 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 LOAD ID 9 : 0.6Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 -0.02 -0.03 -0.10 0.08 0.12 1.27 0.09 0.22 2 0.16 0.10 -0.27 -0.30 0.22 -0.03 -0.19 5.10 0.94 1.27 3 0.36 0.32 -0.35 -0.39 1.27 0.87 -0.81 11.52 1.19 1.63 4 0.38 0.34 -0.34 -0.38 1.63 1.21 -0.62 12.00 1.21 1.64 5 0.39 0.35 -0.32 -0.36 1.64 1.19 -0.81 12.48 0.87 1.27 6 0.32 0.28 -0.38 -0.44 1.27 0.92 -0.32 10.09 1.92 2.71 7 0.55 0.49 -0.37 2.71 1.69 -2.18 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) A-3 0 1 10A1/2022 R.00 fDcsz.Out I Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 RSup -0.05 4.24 0.01 RSup 0.12 8.45 0.01 RSup 0.02 0.00 2 RLap -0.27 3.02 0.09 RLap 0.94 7.13 0.13 RLap 0.16 0.00 3 RLap -0.35 3.02 0.12 RLap 1.19 7.13 0.17 RLap 0.20 -0.12 4 RLap -0.34 3.02 0.11 RLap 1.21 7.13 0.17 RLap 0.20 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.19 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.38 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.03 2.65 2.36 0.01 2 0.03 2.65 2.11 0.01 0.27 2.65 2.11 0.13 3 0.27 2.65 2.11 0.13 0.34 2.65 2.11 0.16 4 0.34 2.65 2.11 0.16 0.34 2.65 2.11 0.16 50.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 -- - - 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl --------------------7------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 0.04 0.13 0.38 -0.34 -0.50 1.27 -0.39 -0.88 2 -0.64 -0.40 1.04 1.19 -0.88 0.12 0.75 5.15 -3.68 -5.00 3 -1.42 -1.27 1.39 1.54 -5.00 -3.41 3.17 11.52 -4.68 -6.42 4 -1.48 -1.33 1.33 1.48 -6.42 -4.75 2.44 12.00 -4.76 -6.43 5 -1.54 -1.39 1.27 1.42 -6.43 -4.69 3.17 12.49 -3.39 -4.99 6 -1.24 -1.10 1.48 1.71 -4.99 -3.60 1.27 10.08 -7.58 -10.67 7 -2.18 -1.94 1.51 -10.67 -6.68 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 0.00 1 RSup 0.20 4.24 0.05 RSup -0.47 8.45 0.06 RSup 0.07 0.00 2 RLap 1.04 3.02 0.35 RLap -3.68 7.13 0.52 RLap 0.62 -0.01 3 RLap 1.39 3.02 0.46 RLap, -4.68 7.13 0.66 RLap 0.80 0.48 4 RLap 1.33 3.02 0.44 RLap, -4.76 7.13 0.67 RLap 0.80 0.28 5 LLap -1.39 3.02 0.46 LLap -4.69 7.13 0.66 LLap 0.80 0.48 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06 0.95 LLap 0.54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 A-302 10/1/2022 Roo fAesi.out LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.12 2.65 2.36 0.05 2 0.11 2.65 2.11 0.05 1.05 2.65 2.11 0.50 3 1.05 2.65 2.11 0.50 1.35 2.65 2.11 0.64 4 1.35 2.65 2.11 0.64 1.35 2.65 2.11 0.64 5 1.35 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (£t) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 - 1 1.27 0.00 0.20 0.00 2 7.38 0.01 1.18 0.01 3 12.00 -0.26 1.92 0.14 4 12.00 -0.15 1.92 0.08 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc,Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.07 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.07 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.19 1.92 0.10 4 12.00 -0.11 1.92 0.06 5 12.00 -0.19 1.92 0.10 A-3 03 10/1/2021 Roo fAesz.out . 6 12.00 0.03 1.92 0.02 7 14.75 -0.62 2.36 0.26 RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.05 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 Dead+0.3Wind Suctionl ---------------------------------------------------------------------- Bay Offset Deflect(in) Id_ (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 1.27 0.00 0.20 0.00 2 7.38 0.00 1.18 0.00 3 12.00 0.14 1.92 0.07 4 12.00 0.08 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A In-Plane Roof Force 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Win (k) = Design load in the plane of the purlin web Wout(k) = Design load in the plane of the purlin flange Pl (k) = Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Line Load --Roof-Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 1 2.09 0.17 -0.04 2 2 1 7.97 0.66 0.01 2 3 1 17.86 1.49 0.13 2 4 1 22.12 1.84 0.21 2 5 1 22.12 1.84 0.21 2 6 1 22.12 1.84 0.11 2 7 1 _ 24.66 2.05 -0.23 2 8 1 14.52 1.21 -0.27 3 1 1 2.09 -0.17 -0.04 3 2 1 7.97 -0.66 0.01 3 3 1 17.86 -1.49 0.13 3 4 1 22.12 -1.84 0.21 3 5 1 22.12 -1.84 0.21 A-304 10AL/2021 R.Do fpeSs.out 3 6 1 22.12 -1.84 0.11 3 7 1 24.66 -2.05 -0.23 3 8 1 14.52 -1.21 -0.27 STANDARD CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 3 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 1 Gusset clip @952 0.220 -0.27 0.97 0.28 3 RF 1 Gusset clip @952 0.220 -0.27 0.97 0.28 PURLIN ANTI ROLL LOCATION: Surf Line No. Id Id Purlin Purlin Location 2 RF 1 11 3 RF 1 2 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 RF 7.2 90.0 0.00 0.00 3 RF 7.2 90.0 0.00 0.00 K2180744A Roof Panel Design 10/ 1/21 12:37pm PANEL LAYOUT: Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 3 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 PANEL STRENGTH: --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3 0.15 A-3 05 10/1/2022 RAD fDCsl.out 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 2 Center 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 17.5 -37.9 111.7 0.34 0.8 20.7 138.3 0.15 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 2.0 -18.5 111.7 0.17 0.8 10.9 138.3 0.08 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 17.5 -27.9 111.7 0.25 0.8 15.3 138.3 0.11 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 17.5 -38.8 111.7 0.35 0.8 21.0 138.3 0.15 2 Right 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3 0.15 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 -------------- 3 Left 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 3 Center 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 15.6 -37.9 111.7 0.34 32.3 20.7 138.3 0.15 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 31.1 -18.5 111.7 0.17 32.3 10.9 138.3 0.08 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 15.6 -27.9 111.7 0.25 32.3 15.3 138.3 0.11 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 15.6 -38.8 111.7 0.35 32.3 21.0 138.3 0.15 3 Right 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 PANEL DEFLECTION: Surf Load ------Deflection(in)----- Id Area Id Offset Calc Limit Ratio---- -------- ---- ------ ----- ----- ----- A-3 06 10/1/202i Roo fDess.out 2 Left 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 2 Center 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.03 2 Right 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 ---- -------- ---- ------ ----- ----- ----- 3 Left 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 3 Center 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.03 3 Right 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 LOAD COMBINATION: Load - - - Id Description -- - - - ---- ----------- 1 Dead+Live 2 Dead 3 Dead+0.6Wind_Pressurel 4 Dead+0.6Wind_Suctionl 5 Dead+0.75Live+0.45Wind_Pressurel 6 Dead+0.75Live+0.45Wind_Suctionl 7 Dead+0.45Wind_Pressurel 8 Dead+0.45Wind_Suctionl 9 0.6Dead+0.6Wind_Pressurel 10 0.6Dead+0.6Wind_Suctionl 11 Live 12 Wind_Pressurel 13 Wind_Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Attachment Loads 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF LOADS EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Walll Wa112 Roof React Walll Wa112 Roof React -- ------ ------ ------ ------ ------ ------ =----- ------ ------ 1 0.00 9.77 0.96 0.00 11.94 0.008 0.002 0.15 0.53 1 16.50 0.00 0.92 0.00 0.00 0.000 0.004 0.24 0.00 1 33.00 0.00 0.50 0.00 0.00 0.000 0.002 0.24 0.00 1 49.50 0.00 1.10 0.00 0.00 0.000 0.005 0.24 0.00 1 66.00 9.77 0.87 0.00 11.94 0.008 0.002 0.15 0.53 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 3.37 2.18 0.00 11.94 0.002 0.008 0.15 0.53 3 16.50 4.84 0.00 0.00 0.00 0.004 0.000 0.24 0.00 3 33.00 2.62 0.00 0.00 0.00 0.002 0.000 0.24 0.00 3 49.50 5.80 0.00 0.00 0.00 0.005 0.000 0.24 0.00 3 66.00 2.90 2.18 0.00 11.94 0.002 0.008 0.15 0.53 A-307 10A1/2021 TZD0 fpeSs.0Rt i ROOF SHEAR EW Attach-Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 16.50 1.21 0.37 1 16.50 33.00 0.29 0.12 1 33.00 49.50 -0.20 -0.12 1 49.50 66.00 -1.30 -0.37 -- ------ ------ ------- ---------- 3 0.00 16.50 6.39 0.37 3 16.50 33.00 1.55 0.12 3 33.00 49.50 -1.07 -0.12 3 49.50 66.00 -6.87 -0.37 (a)Seismic results based on base shear values LOAD COMBINATIONS ----------------- Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD ------------ Seismic Coeff= 0.010 Roof Dead= 10.000 Roof Total= 10.000 Left EW Dead= 2.500 Front SW Dead= 2.500 Right EW Dead= 2.500 Back SW Dead= 2.500 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Diagonal Bracing 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR: Limit = 0.0 Calc Wind = 28.2 Seismic = 4.4 DIAGONAL BRACING: Brace_Tension(k) Bay Brace-Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 0.00 16.50 R 0.625 RD05- 2.88 7.34 0.19 7.34 0.39 16.50 33.00 R 0.625 RD05- 0.70 7.34 0.06 7.34 0.10 33.00 49.50 R 0.625 RD05- 0.48 7.34 0.06 7.34 0.07 49.50 66.00 R 0.625 RD05- 3.10 7.34 0.19 7.34 0.42 4 0.00 16.50 R 0.625 RD05- 2.33 7.34 0.16 7.34 0.32 16.50 33.00 R 0.625 RD05- 0.56 7.34 0.05 7.34 0.08 33.00 49.50 R 0.625 RD05- 0.39 7.34 0.05 7.34 0.05 49.50 66.00 R 0.625 RD05- 2.50 7.34 0.16 7.34 0.34 A-308 10/1/2021 Roo fDes2.out -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Sidewall Diagonal Bracing 10/ 1/21 12:37pm -------------------------------------------------------------------------------- PANEL SHEAR: Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 146.0 49.1 6.4 90.0 4 146.0 49.1 6.4 90.0 LOAD COMBINATIONS: l(Wind) - Dead+0.6Wind_Longl 9(Seismic) - Dead+Collateral+0.7Seismic Long -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wind Bents 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGN CONSTANTS: Bolt Shear Stress A325 = 27.00 (ksi) _ Bolt Tension Stress --- -- - A325 = 45.00 (ksi) DESIGN FOR WIND BENT #: 1 ------------------------- LOCATION: Wall Bay Base Top --Design_Load- Deflect-Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic ---- ---- ----- ------ ----- ----- ----- ------- ----- ------- 2 1 3.08 16.71 0.00 1.29 7.17 0.37 60.0 40.0 MEMBER SELECTED: -Web_Depth- Web --Flange--- Member-Type Part Start End Thick Width Thick Length Weight Yield ------ ---- -------- ----- ----- ----- ----- ----- ------ ------ ----- Column w w1516825 15.0 15.0 0.16 8.0 0.25 16.7 788.8 55.0 Rafter w w3016663 30.0 30.0 0.16 6.0 0.63 0.5 74.9 55.0 STRENGTH: --Axial(k)--- Moment(f-k) Axl+Mom Member Load Calc Limit Calc Limit UC ------ ---- ----- ----- ----- ----- ------- Column Wind 35.80 84.33 50.52 73.28 1.03 Seis 1.86 84.33 2.62 73.28 0.05 Rafter Wind 3.58 284.71 8.95 358.00 0.03 Seis 0.19 284.71 0.46 358.00 0.00 DEFLECTION & REACTIONS: Deflection(in) Reactions(k) Member Load Calc Limit Horz Vert ------ ---- ----- ----- ----- ----- Column Wind 0.28 3.08 3.58 35.80 Seis 0.07 4.62 0.19 1.86 A-3 09 10/1/2022 tzoo fDesT.out UNBRACED LENGTH: ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb ------ ---- ------ ------ ----- ---- ---- Column 1.50 25.06 14.10 14.10 92 1.67 Rafter 1.00 0.50 0.50 0.50 4 2.27 CONNECTIONS: -Plate_Size- ------------Bolts----------- ----Moment----- Req Req Plate Type Thick Width Type Row Dia Gage Space Wind Seismic Dia Thick ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- ----- ----- Splice EE 0.375 8.00 A325 4 0.750 3.00 4.50 8.95 0.46 0.191 0.116 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors------ Shear Thick Limit Thick Limit H Av Kv Cv Note ----- ----- ----- ----- ----- ----- ----- ----- ----- ---------- 3.5 0.164 29.1 0.164 29.1 15.00 30.00 6.25 0.60 RISC G2-1 STIFFENERS: Stiff Design -Plate_Size- --Wind(k)--------Seis-(-k)-----Max Location Length Width Thick Calc Limit Calc Limit UC ---------- ------ ----- ----- ----- ----- ----- ----- ---- Bearing 15.00 4.00 0.25 3.94 65.22 0.20 65.22 0.06 DESIGN FOR WIND BENT #: 2 ------------------------- LOCATION: Wall Bay Base Top --Design_Load- Deflect_Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic ---- ---- ----- ------ ----- ----- ----- ------- ----- ------- 4 4 24.00 16.71 0.00 1.29 7.17 0.37 60.0 40.0 MEMBER SELECTED: -Web_Depth- Web --Flange--- Member Type Part Start End Thick Width Thick Length Weight Yield ------ ---- -------- ----- ----- ----- ----- ----- ------ ------ ----- Column W W1913625 19.0 19.0 0.13 6.0 0.25 16.7 656.6 55.0 Rafter W W1413631 14.0 14.0 0.13 6.0 0.31 20.8 423.5 55.0 STRENGTH: --Axial(k)--- Moment(f-k) Axl+Mom Member Load Calc Limit Calc Limit UC ------ ---- ----- ----- ----- ----- ------- Column Wind 4.81 31.86 55.49 58.01 1.03 Seis 0.25 31.86 2.88 58.01 0.05 Rafter Wind 3.58 26.22 49.86 51.50 1.03 Seis 0.19 26.22 2.58 51.50 0.05 DEFLECTION & REACTIONS: Deflection(in) Reactions(k) Member Load Calc Limit Horz Vert ------ ---- ----- ----- ----- ----- A-310 10/1/2021 RAO fDPS1.DUt Column Wind 0.55 3.22 3.58 4.81 Seis 0.14 4.83 0.19 0.25 UNBRACED LENGTH: ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb ------ ---- ------ ------ ----- ---- ---- Column 1.50 25.06 15.49 15.49 146 1.67 Rafter 1.00 20.75 20.75 20.75 176 2.27 CONNECTIONS: -Plate_Size- ------------Bolts----------- ----Moment----- Req Req Plate Type Thick Width Type Row Dia Gage Space Wind Seismic Dia Thick ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- ----- ----- Splice EE 0.500 6.00 A325 4 0.750 3.00 4.00 49.86 2.58 0.592 0.428 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors------ Shear Thick Limit Thick Limit H Av Kv Cv Note ----- ----- ----- ----- ----- ----- ----- ----- ----- ---------- 41.8 0.134 28.6 0.164 50.9 19.00 14.00 14.21 0.82 AISC G2-1 STIFFENERS: Stiff Design -Plate_Size- --Wind(k)--- --Seis(k)--- Max Location Length Width Thick Calc Limit Calc Limit UC ---------- ------ ----- ----- ----- ----- ----- ----- ---- Bearing 19.00 2.50 0.38 49.03 60.28 2.54 60.28 0.81 LOAD COMBINATIONS: l(Wind) - Dead+0.6Wind_Longl 9(Seismic) - Dead+Collateral+0.7Seismic Long -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Bracing Deflection 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF ATTACHMENT DEFLECTION: Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 1 0.0 0.55 0.14 393 60 1594 40 1 16.5 0.67 0.14 344 60 1654 40 1 33.0 0.71 0.14 353 60 1750 40 1 49.5 0.68 0.14 339 60 1654 40 1 66.0 0.28 0.07 761 60 3086 40 WALL DEFLECTION AT EAVE: Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 2 18.0 0.28 0.07 761 60 3086 40 4 18.0 0.55 0.14 393 60 1594 40 A-311 10/1/2021 tzoo fpesi.out -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin Strut, Longitudinal Load 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Surf Brace Purl Bay Purlin Load ----Axial(k)---- --Moment(f-k)--- Ax1+Mom Max Id Locate Id Id Part Id Calc Limit UC Calc Limit UC Loc UC KL/R ---- ------ ---- --- -------- ---- ----- ----- ---- ----- ----- ---- ---- ---- ---- 2 14.6 6 2 95ZO67 1 0.03 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 16.5) 2 0.64 15.51 0.04 -1.5 7.13 0.21 RLap 0.25 48 3 0.02 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.48 15.51 0.03 0.6 7.13 0.09 RLap 0.12 48 5 0.02 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.48 15.51 0.03 -0.6 7.13 0.09 RLap 0.12 48 7 0.03 15.51 0.00 -1.6 7.13 0.23 RLap 0.23 48 8 0.64 15.51 0.04 -1.6 7.13 0.23 RLap 0.27 48 9 0.04 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 10 0.03 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.03 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 2 14.6 6 3 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 16.5) 2 0.49 12.78 0.04 -1.9 7.13 0.27 RLap 0.31 78 3 -0.07 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 _- 4 0.36 12.78 -0-:03 --0.8--7.13-0.12-RLap-0-15 78 5 -0.07 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.36 12.78 0.03 -0.8 7.13 0.11 RLap 0.14 78 7 -0.09 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 0.49 12.78 0.04 -2.0 7.13 0.29 RLap 0.33 78 9 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 2 14.6 6 4 95Z067 1 -0.06 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 16.5) 2 1.13 12.78 0.09 -1.9 7.13 0.27 RLap 0.36 78 3 -0.05 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.84 12.78 0.07 0.8 7.13 0.12 RLap 0.19 78 5 -0.05 36.96 0.00 -0-.8 7.13 0.11 RLap 0.11 78 6 0.84 12.78 0.07 -0.8 7.13 0.11 RLap 0.18 78 7 -0.06 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 1.13 12.78 0.09 -2.0 7.13 0.29 RLap 0.38 78 9 0.05 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 10 0.04 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.04 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 12 0.05 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 2 14.6 6 5 95ZO67 1 -0.18 36.96 0.00 -1.9 7.13 0.27 LLap 0.26 78 ( 16.5) 2 0.97 12.78 0.08 -1.9 7.13 0.27 LLap '0.35 78 3 -0.14 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 4 0.73 12.78 0.06 0.8 7.13 0.12 LLap 0.18 78 5 -0.14 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.73 12.78 0.06 -0.8 7.13 0.11 LLap 0.17 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 LLap 0.28 78 8 0.97 12.78 0.08 -2.0 7.13 0.29 LLap 0.36 78 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 - 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.13 -78 12 0.03 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 2 14.6 6 6 95ZO75 1 -0.18 41.38 0.00 -3.0 8.45 0.37 RLap 0.36 78 ( 16.5) 2 0.97 15.61 0.06 -3.0 8.45 0.37 RLap 0.43 78 3 -0.14 41.38 0.00 1.3 8.24 0.17 RLap 0.16 78 A-3 1 2 zo/s/2021 R.00 fDesi.out 4 0.73 15.61 0.05 1.3 8.24 0.17 RLap 0.21 78 5 -0.14 41.38 0.00 -1.2 8.45 0.15 RLap 0.15 78 6 0.73 15.61 0.05 -1.2 8.45 0.15 RLap 0.20 78 7 -0.18 41.38 0.00 -3.3 8.45 0.39 RLap 0.39 78 8 0.97 15.61 0.06 -3.3 8.45 0.39 RLap 0.45 78 9 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 10 0.02 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.02 15.61 0.00 0.3 8.24-0.04 RLap 0.04 78 2 14.6 6 7 95Z105 1 -0.18 57.92 0.00 3.5 9.06 0.39 MidS 0.38 96 ( 16.5) 2 0.97 20.80 0.05 3.5 9.06 0.39 MidS 0.43 96 3 -0.14 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 0.73 20.80 0.04 -1.5 12.95 0.12 MidS 0.15 96 5 -0.14 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 0.73 20.80 0.04 1.4 9.06 0.16 MidS 0.20 96 7 -0.18 57.92 0.00 3.7 9.06 0.41 MidS 0.41 96 8 0.97 20.80 0.05 3.7 9.06 0.41 MidS 0.46 96 9 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.01 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.01 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 2 17.5 7 2 95ZO67 1 0.06 15.51 0.00 -1.5 7.13 0.21 RLap 0.22 48 _ (_16.5) 2 1.28 15.51-0.-08-- ---1-5 7-.-13-0-2-1-RLap-0.29 48 3 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.10 48 4 0.96 15.51 0.06 0.6 7.13 0.09 RLap 0.16 48 5 0.04 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.96 15.51 0.06 -0.6 7.13 0.09 RLap 0.15 48 7 0.06 15.51 0.00 -1.6 7.13 0.23 RLap 0.23 48 B 1.28 15.51 0.08 -1.6 7.13 0.23 RLap 0.31 48 9 0.08 15.51 0.01 0.6 7.13 0.10 RLap 0.10 48 10 0.06 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.06 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.08 15.51 0.01 0.1 7.13 0.02 RLap 0.03 48 2 17.5 7 3 95ZO67 1 -0.18 36.96 0.00 -1.9 7.13 0.27 RLap 0.26 78 ( 16.5) 2 0.97 12.78 0.08 -1.9 7.13 0.27 RLap 0.35 78 3 -0.14 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.73 12.78 0.06 0.8 7.13 0.12 RLap 0.18 78 5 -0.14 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.73 12.78 0.06 -0.8 7.13 0.11 RLap 0.17 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 RLap 0.28 78 8 0.97 12.78 0.08 -2.0 7.13 0.29 RLap 0.36 78 9 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.03 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.04 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 2 17.5 7 4 95ZO67 1 -0.12 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 16.5) 2 2.25 12.78 0.18 -1.9 7.13 0.27 RLap 0.45 78 3 -0.09 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 1.68 12.78 0.13 0.8 7.13 0.12 RLap 0.25 78 5 -0.09 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 1.68 12.78 0.13 -0.8 7.13 6.11 RLap 0.25 78 7 -0.12 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 2.25 12.78 0.18 -2.0 7.13 0.29 RLap 0.47 78 9 0.11 12.78 0.01 0.9 7.13 0.13 RLap 0.13 78 10 0.08 12.78 0.01 2.5 7.13 0.36 RLap 0.37 78 11 0.08 12.78 0.01 0.9 7.13 0.13 RLap 0.13 78 12 0.11 12.78 0.01 0.2 7.13 0.03 RLap 0.04 78 2 17.5 7 5 95ZO67 1 -0.37 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 A-3 1 3 zo/l/2021 RDo fpess.out ( 16.5) 2 1.94 12.78 0.15 -1.9 7.13 0.27 LLap 0.42 78 3 -0.28 36.96 0.01 0.8 7.13 0.12 LLap 0.11 78 4 1.45 12.78 0.11 0.8 7.13 0.12 LLap 0.23 78 5 -0.28 36.96 0.01 -0.8 7.13 0.11 LLap 0.11 78 6 1.45 12.78 0.11 -0.8 7.13 0.11 LLap 0.23 78 7 -0.37 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 78 8 1.94 12.78 0.15 -2.0 7.13 0.29 LLap 0.44 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.05 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 2 17.5 7 6 95ZO75 1 -0.37 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 ( 16.5) 2 1.94 15.61 0.12 -3.0 8.45 0.37 RLap 0.49 78 3 -0.28 41.38 0.01 1.3 8.24 0.17 RLap 0.16 78 4 1.45 15.61 0.09 1.3 8.24 0.17 RLap 0.26 78 5 -0.28 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 78 6 1.45 15.61 0.09 -1.2 8.45 0.15 RLap 0.25 78 7 -0.37 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 78 8 1.94 15.61 0.12 -3.3 8.45 0.39 RLap 0.52 78 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 78 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.04 15.61 0.00---0-:3--8-24-0.04-RLap-0.0478 2 17.5 7 7 95Z105 1 -0.37 57.92 0.01 3.5 9.06 0.39 MidS 0.38 96 ( 16.5) 2 1.94 20.80 0.09 3.5 9.06 0.39 MidS 0.48 96 3 -0.28 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 1.45 20.80 0.07 -1.5 12.95 0.12 MidS 0.19 96 5 -0.28 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 1.45 20.80 0.07 1.4 9.06 0.16 MidS 0.23 96 7 -0.37 57.92 0.01 3.7 9.06 0.41 MidS 0.41 96 8 1.94 20.80 0.09 3.7 9.06 0.41 MidS 0.51 96 9 0.03 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.03 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 2 33.0 12 2 95ZO67 1 0.00 15.51 0.00 -1.4 7.13 0.20 RLap 0.20 48 2 0.39 15.51 0.03 -1.4 7.13 0.20 RLap 0.22 48 3 0.00 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.30 15.51 0.02 0.6 7.13 0.09 RLap 0.11 48 5 0.00 15.51 0.00 -0.5 7.13 0.08 RLap 0.08 48 6 0.30 15.51 0.02 -0.5 7.13 0.08 RLap 0.10 48 7 0.00 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 8 0.39 15.51 0.03 -1.5 7.13 0.21 RLap 0.24 48 9 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 10 0.03 15.51 0.00 1.8 7.13 0.26 RLap 0.27 48 11 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 2 33.0 12 3 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.25 RLap 0.25 78 2 0.39 12.78 0.03 -1.8 7.13 0.25 RLap 0.28 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 4 0.30 12.78 0.02 0.8 7.13 0.11 RLap 0.14 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.10 78 6 0.30 12.78 0.02 -0.7 7.13 0.11 RLap 0.13 78 7 -0.07 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 8 0.39 12.78 0.03 -1.9 7.13 0.27 RLap 0.30 78 9 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.02 12.78 0.00 2.3 7.13 0.34 RLap 0.34 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 A-314 10%/2021 xoo fpesY.out 12 0.03 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 2 33.0 12 4 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.26 RLap 0.26 78 2 0.79 12.78 0.06 -1.8 7.13 0.26 RLap 0.32 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 RLap 0.16 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.11 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 RLap 0.15 78 7 -0.07 36.96 0.00 -1.9 7.13 0.28 RLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.28 RLap 0.34 78 9 0.06 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.04 12.78 0.00 2.4 7.13 0.34 RLap 0.34 78 11 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 12 0.06 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 2 33.0 12 5 95ZO67 1 -0.15 36.96 0.00 -1.8 7.13 0.25 LLap 0.25 78 2 0.79 12.78 0.06 -1.8 7.13 0.25 LLap 0.32 78 3 -0.11 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.11 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.15 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.27 LLap 0.33 78 9 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 _ _ 10 0.03 12.78 0.00-- -2-.3 --7.13-0:34-LLap-0-.3478 11 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.05 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 2 33.0 12 6 95ZO75 1 -0.15 41.38 0.00 -2.9 8.45 0.34 RLap 0.34 78 2 0.79 15.61 0.05 -2.9 8.45 0.34 RLap 0.40 78 3 -0.11 41.38 0.00 1.2 8.24 0.16 RLap 0.15 78 4 0.59 15.61 0.04 1.2 8.24 0.16 RLap 0.19 78 5 -0.11 41.38 0.00 -1.2 8.45 0.14 RLap 0.14 78 6 0.59 15.61 0.04 -1.2 8.45 0.14 RLap 0.18 78 7 -0.15 41.38 0.00 -3.1 8.45 0.37 RLap 0.37 78 8 0.79 15.61 0.05 -3.1 8.45 0.37 RLap 0.42 78 9 0.03 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 10 0.02 15.61 0.00 3.8 8.24 0.47 RLap 0.47 78 11 0.02 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 12 0.03 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 2 33.0 12 7 95Z105 1 -0.15 57.92 0.00 3.3 9.06 0.37 Mids 0.36 96 2 0.79 20.80 0.04 3.3 9.06 0.37 MidS 0.40 96 3 -0.11 57.92 0.00 -1.4 12.95 0.11 Mids 0.11 96 4 0.59 20.80 0.03 -1.4 12.95 0.11 MidS 0.14 96 5 -0.11 57.92 0.00 1.3 9.06 0.15 MidS 0.15 96 6 0.59 20.80 0.03 1.3 9.06 0.15 Mids 0.18 96 7 -0.15 57.92 0.00 3.5 9.06 0.39 Mids 0.39 96 8 0.79 20.80 0.04 3.5 9.06 0.39 MidS 0.43 96 9 0.02 20.80 0.00 -1.5 12.95 0.12 Mids 0.12 96 10 0.01 20.80 0.00 -4.3 12.95 0.34 Mids 0.34 96 11 0.01 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 12 0.02 20.80 0.00 -0.3 12.95 0.03 Mids 0.03 96 Surf Brace Purl Bay Purlin Load ----Axial(k)---- --Moment(f-k)--- Axl+Mom Max Id Locate Id Id Part Id Calc Limit UC Calc Limit UC Loc UC KL/R ---- ------ ---- --- -------- ---- ----- ----- ---- ----- ----- ---- ---- ---- ---- 3 33.0 1 2 95ZO67 1 0.00 15.51 0.00 -1.4 7.13 0.20 RLap 0.20 48 2 0.39 15.51 0.03 -1.4 7.13 0.20 RLap 0.22 48 3 0.00 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.30 15.51 0.02 0.6 7.13 0.09 RLap 0.11 48 5 0.00 15.51 0.00 -0.5 7.13 0.08 RLap 0.08 48 A-3 15 10/l/2021 R.DD fDPS1.Dut 6 0.30 15.51 0.02 -0.5 7.13 0.08 RLap 0.10 48 7 0.00 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 8 0.39 15.51 0.03 -1.5 7.13 0.21 RLap 0.24 48 9 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 10 0.03 15.51 0.00 1.8 7.13 0.26 RLap 0.27 48 11 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 3 33.0 1 3 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.25 RLap 0.25 78 2 0.39 12.78 0.03 -1.8 7.13 0.25 RLap 0.28 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 4 0.30 12.78 0.02 0.8 7.13 0.11 RLap 0.14 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.10 78 6 0.30 12.78 0.02 -0.7 7.13 0.11 RLap 0.13 78 7 -0.07 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 8 0.39 12.78 0.03 -1.9 7.13 0.27 RLap 0.30 78 9 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.02 12.78 0.00 2.3 7.13 0.34 RLap 0.34 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 12 0.03 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 3 33.0 1 4 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.26 RLap 0.26 78 2 0.79 12.78 0.06 -1.8 7.13 0.26 RLap 0.32 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 _ 4 0.59 12.7 8-0.05--- -0-.-8-7-13-0-11-RLap-0.167-8 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.11 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 RLap 0.15 78 7 -0.07 36.96 0.00 -1.9 7.13 0.28 RLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.28 RLap 0.34 78 9 0.06 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.04 12.78 0.00 2.4 7.13 0.34 RLap 0.34 78 11 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 12 0.06 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 3 33.0 1 5 95ZO67 1 -0.15 36.96 0.00 -1.8 7.13 0.25 LLap 0.25 78 2 0,79 12.78 0.06 -1.8 7.13 0.25 LLap 0.32 78 3 -0.11 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.11 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.15 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.27 LLap 0.33 78 9 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 10 0.03 12.78 0.00 2.3 7.13 0.34 LLap 0.34 78 11 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.05 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 3 33.0 1 6 95ZO75 1 -0.15 41.38 0.00 -2.9 8.45 0.34 RLap 0.34 78 2 0.79 15.61 0.05 -2.9 8.45 0.34 RLap 0.40 78 3 -0.11 41.38 0.00 1.2 8.24 0.16 RLap 0.15 78 4 0.59 15.61 0.04 1.2 8.24 0.16 RLap 0.19 78 5 -0.11 41.38 0.00 -1.2 8.45 0.14 RLap 0.14 78 6 0.59 15.61 0.04 -1.2 8.45 0.14 RLap 0.18 78 7 -0.15 41.38 0.00 -3.1 8.45 0.37 RLap 0.37 78 8 0.79 15.61 0.05 -3.1 8.45 0.37 RLap 0.42 78 9 0.03 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 10 0.02 15.61 0.00 3.8 8.24 0.47 RLap 0.47 78 11 0.02 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 12 0.03 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 33.0 1 7 95Z105 1 -0.15 57.92 0.00 3.3 9.06 0.37 MidS 0.36 96 2 0.79 20.80 0.04 3.3 9.06 0.37 MidS 0.40 96 3 -0.11 57.92 0.00 -1.4 12.95 0.11 MidS 0.11 96 A-3 1 6 10/1/2021 RDD fAPS2.Dut 4 0.59 20.80 0.03 -1.4 12.95 0.11 MidS 0.14 96 5 -0.11 57.92 0.00 1.3 9.06 0.15 MidS 0.15 96 6 0.59 20.80 0.03 1.3 9.06 0.15 MidS 0.18 96 7 -0.15 57.92 0.00 3.5 9.06 0.39 MidS 0.39 96 8 0.79 20.80 0.04 3.5 9.06 0.39 MidS 0.43 96 9 0.02 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 10 0.01 20.80 0.00 -4.3 12.95 0.34 MidS 0.34 96 11 0.01 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 12 0.02 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 3 48.5 6 2 95ZO67 1 0.04 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 49.5) 2 1.37 15.51 0.09 -1.5 7.13 0.21 RLap 0.30 48 3 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.10 48 4 1.03 15.51 0.07 0.6 7.13 0.09 RLap 0.16 48 5 0.03 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 1.03 15.51 0.07 -0.6 7.13 0.09 RLap 0.15 48 7 0.04 15.51 0.00 -1.6 7.13 0.23 RLap 0.23 48 8 1.37 15.51 0.09 -1.6 7.13 0.23 RLap 0.31. 48 9 0.08 15.51 0.01 0.6 7.13 0.10 RLap 0.10 48 10 0.06 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.06 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.08 15.51 0.01 0.1 7.13 0.02 RLap 0.03 48 3 48.5 6 3 95ZO67 1 -0.22 36.96 0.01 -1.9 7.13 0.27 RLap 0.26 78 __49..5) 2 1.-16 12.78 0.09 -1.9 7.13-0.27-RL-ap-0.36 78 3 -0.16 36.96 0.00 0.8 7.13 0.12 RLap 0.11 78 4 0.87 12.78 0.07 0.8 7.13 0.12 RLap 0.19 78 5 -0.16 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.87 12.78 0.07 -0.8 7.13 0.11 RLap 0.18 78 7 -0.22 36.96 0.01 -2.0 7.13 0.29 RLap 0.28 78 8 1.16 12.78 0.09 -2.0 7.13 0.29 RLap 0.38 78 9 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.03 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.04 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 3 48.5 6 4 95ZO67 1 -0.18 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 49.5) 2 2.53 12.78 0.20 -1.9 7.13 0.27 RLap 0.47 78 3 -0.13 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 1.90 12.78 0.15 0.8 7.13 0.12 RLap 0.27 78 5 -0.13 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 1.90 12.78 0.15 -0.8 7.13 0.11 RLap 0.26 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 2.53 12.78 0.20 -2.0 7.13 0.29 RLap 0.49 78 9 0.11 12.78 0.01 0.9 7.13 0.13 RLap 0.13 78 10 0.08 12.78 0.01 2.5 7.13 0.36 RLap 0.37 78 11 0.08 12.78 0.01 0.9 7.13 0.13 RLap 0.13 78 12 0.11 12.78 0.01 0.2 7.13 0.03 RLap 0.04 78 3 48.5 6 5 95ZO67 1 -0.44 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 ( 49.5) 2 2.32 12.78 0.18 -1.9 7.13 0.27 LLap 0.45 78 3 -0.33 36.96 0.01 0.8 7.13 0.12 LLap 0.11 78 4 1.74 12.78 0.14 0.8 7.13 0.12 LLap 0.26 78 5 -0.33 36.96 0.01 -0.8 7.13 0.11 LLap 0.10 78 6 1.74 12.78 0.14 -0.8 7.13 0.11 LLap 0.25 78 7 -0.44 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 78 8 2.32 12.78 0.18 -2.0 7.13 0.29 LLap 0.47 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.05 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 48.5 6 6 95ZO75 1 -0.44 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 A-3 1 7 io/1/2021 R.00 fpesi.out ( 49.5) 2 2.32 15.61 0.15 -3.0 8.45 0.37 RLap 0.51 78 3 -0.33 41.38 0.01 1.3 8.24 0.17 RLap 0.16 78 4 1.74 15.61 0.11 1.3 8.24 0.17 RLap 0.28 78 5 -0.33 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 78 6 1.74 15.61 0.11 -1.2 8.45 0.15 RLap 0.26 78 7 -0.44 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 78 8 2.32 15.61 0.15 -3.3 8.45 0.39 RLap 0.54 78 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 78 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.04 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 48.5 6 7 95Z105 1 -0.44 57.92 0.01 3.5 9.06 0.39 MidS 0.38 96 ( 49.5) 2 2.32 20.80 0.11 3.5 9.06 0.39 MidS 0.50 96 3 -0.33 57.92 0.01 -1.5 12.95 0.12 MidS 0.12 96 4 1.74 20.80 0.08 -1.5 12.95 0.12 MidS 0.20 96 5 -0.33 57.92 0.01 1.4 9.06 0.16 MidS 0.16 96 6 1.74 20.80 0.08 1.4 9.06 0.16 MidS 0.25 96 7 -0.44 57.92 0.01 3.7 9.06 0.41 MidS 0.41 96 8 2.32 20.80 0.11 3.7 9.06 0.41 MidS 0.53 96 9 0.03 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 - 12 0.03 20.80-0.00 -0-3 12-95-0.03-MidS-0.03 9-6 3 51.4 7 2 95ZO67 1 0.02 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 49.5) 2 0.69 15.51 0.04 -1.5 7.13 0.21 RLap 0.26 48 3 0.02 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.52 15.51 0.03 0.6 7.13 0.09 RLap 0.13 48 5 0.02 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.52 15.51 0.03 -0.6 7.13 0.09 RLap 0.12 48 7 0.02 15.51 0.00 -1.6 7.13 0.23 RLap 0.23 48 8 0.69 15.51 0.04 -1.6 7.13 0.23 RLap 0.27 48 9 0.04 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 10 0.03 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.03 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 3 51.4 7 3 95ZO67 1 -0.11 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 49.5) 2 0.58 12.78 0.05 -1.9 7.13 0.27 RLap 0.31 78 3 -0.08 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.44 12.78 0.03 0.8 7.13 0.12 RLap 0.15 78 5 -0.08 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.44 12.78 0.03 -0.8 7.13 0.11 RLap 0.15 78 7 -0.11 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 0.58 12.78 0.05 -2.0 7.13 0.29 RLap 0.33 78 9 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 3 51.4 7 4 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 49.5) 2 1.27 12.78 0.10 -1.9 7.13 0.27 RLap 0.37 78 3 -0.07 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.95 12.78 0.07 0.8 7.13 0.12 RLap 0.20 78 5 -0.07 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.95 12.78 0.07 -0.8 7.13 0.11 RLap 0.19 78 7 -0.09 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 1.27 12.78 0.10 -2.0 7.13 0.29 RLap 0.39 78 9 0.05 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 10 0.04 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.04 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 A-3 1 8 10/2/2021 - RAO fAPSl.out 12 0.05 12.78 0.-00 0.2 7.13 0.03 RLap 0.03 78 3 51.4 7 5 95ZO67 1 -0.22 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 ( 49.5) 2 1.16 12.78 0.09 -1.9 7.13 0.27 LLap 0.36 78 3 -0.17 36.96 0.00 0.8 7.13 0.12 LLap 0.11 78 4 0.87 12.78 0.07 0.8 7.13 0.12 LLap 0.19 78 5 -0.17 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.87 12.78 0.07 -0.8 7.13 0.11 LLap 0.18 78 7 -0.22 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 78 8 1.16 12.78 0.09 -2.0 7.13 0.29 LLap 0.38 78 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.03 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 51.4 7 6 95ZO75 1 -0.22 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 ( 49.5) 2 1.16 15.61 0.07 -3.0 8.45 0.37 RLap 0.44 78 3 -0.17 41.38 0.00 1.3 8.24 0.17 RLap 0.16 78 4 0.87 15.61 0.06 1.3 8.24 0.17 RLap 0.22 78 5 -0.17 41.38 0.00 -1.2 8.45 0.15 RLap 0.15 78 6 0.87 15.61 0.06 -1.2 8.45 0.15 RLap 0.21 78 7 -0.22 41.38 0.01 -3.3 8.45 0.39 RLap 0.39 78 8 1.16 15.61 0.07 -3.3 8.45 0.39 RLap 0.47 78 9 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 _ - 10 0.02 15.61 0-.-00--4-0-8-.2-4--0-.S0-RLap 0-50-/8 11 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.02 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 51.4 7 7 95Z105 1 -0.22 57.92 0.00 3.5 9.06 0.39 MidS 0.38 96 ( 49.5) 2 1.16 20.80 0.06 3.5 9.06 0.39 MidS 0.44 96 3 -0.17 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 0.87 20.80 0.04 -1.5 12.95 0.12 MidS 0.16 96 5 -0.17 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 0.87 20.80 0.04 1.4 9.06 0.16 MidS 0.20 96 7 -0.22 57.92 0.00 3.7 9.06 0.41 MidS 0.41 96 8 1.16 20.80 0.06 3.7 9.06 0.41 MidS 0.47 96 9 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.01 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.01 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 -------------------------------------------------------------------------------- K2180744A Eave Strut, Longitudinal Load(Wall= 2) 10/ 1/21 12:37pm -------------------------------------------------------------------------------- Bay -Axial-Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- --- -------- ----- ---- ----- ----- ----- ----- ---- 2 1 95EO75 4.75 1 0.00 0.00 22.11 0.00 0 2 2 95EO75 14.75 2 5.86 0.36 21.18 0.28 0 2 3 95EO75 24.00 2 3.80 0.22 21.18 0.18 0 2 4 95EO75 24.00 2 3.80 0.21 21.18 0.18 0 2 5 95EO75 24.00 2 1.74 0.06 21.18 0.08 0 2 6 95EO75 24.00 2 1.74 0.04 21.18 0.08 0 2 7 95EO75 18.75 2 1.74 0.02 21.18 0.08 0 2 8 95EO75 11.75 2 1.74 0.01 21.18 0.08 0 K2180744A Eave Strut, Longitudinal Load(Wa11= 4) 10/ 1/21 12:37pm A-319 10A1/2021 P-00 fpeSl.0vt . Bay -Axial-Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- --- -------- ----- ---- ----- ----- ----- ----- ---- 4 7 95EO75 4.75 1 5.86 0.01 21.18 0.28 0 4 6 95EO75 14.75 1 6.22 0.15 21.18 0.29 0 4 5 95EO75 24.00 1 6.22 0.17 21.18 0.29 0 4 4 95EO75 24.00 1 0.00 0.00 22.11 0.00 0 4 3 95EO75 24.00 2 2.02 0.06 21.18 0.10 0 4 2 95EO75 24.00 2 2.02 0.04 21.18 0.10 0 4 1 95E075 30.50 2 2.02 0.02 21.18 0.10 0 K2180744A Strut Bolts 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RAFTER CONNECTION: Back_SW Front-SW Location Purlin Eave Strut Eave Strut -------- ----------- ----------- ----------- RF Welded Clip Direct Bolt Direct Bolt EAVE STRUTS: Wall Frm_Line ----Bolt_Selected--- ---Bolt_Capacity(k)---- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- 2 1 RF 2 A325 0.500 1 0.00 10.60 6.30 0.00 77 2 2 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 3 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 4 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 5 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 6 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 7 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 8 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 9 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 4 1 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 4 2 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 3 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 4 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 5 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 6 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 7 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 8 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 PURLINS: ------Bolt_Capacity(k)------- Surf Frm_Line Brace ----Bolt-Selected--- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- 2 2 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 3 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 4 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 2 5 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 A-320 IZ£-V auoZ uTW puo'I Aug --- ------auoZ------ gins Tauua -(uT'�3)uTTzttd- :ZnO7,Vq NNOZ gSMVa ----- ------ ----- -------- (K) (UT) (uT) -4zud 4TUT'I zagsuM uTa :SMSUOS NIqund 00'Z9 00'08 8T0'0 -9xx -------- ------- ----- -------- (Tsx) (TSN) (UT) lzud ugbuaags pTaTA xoTus aTTSuay :'I3NKd -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- u'dL£:ZT TZ/T /OT SauoZ Tauua ;oog VPPL08TZ?I -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- TL ZZ'O Z9'9 9T'T OE'S 9T'T 0 009'0 LOEV Z 66•TS ald 8 E TL ZZ'O 9b'6 9T'T 0£'S 9T'T 0 009'0 LOEV Z b6'TS dd L 6 TL ZZ'O W 8 9T'T OE'S 9T'T 0 009'0 LOEV Z B6'T9 ju 9 E TL 6Z'0 b6'8 LZ'T OE'S LZ'T 0 009'0 LOEV Z bb'TS ald S E TL 6Z'O b6'8 LZ'T OE'S LZ'T 0 009'0 LOEV Z W TS lu b E TL ET'O bb'8 69'0 OE'S 69'0 0 009'0 LOEV Z W TS ad E E TL £T'0 66'8 69'0 OE'S 69'0 0 009'0 LOEV Z 65'TS au Z E TL bb'0 Z9'9 ZE'Z OE'S ZE'Z 0 009'0 LOEV Z £9'8b A'd 8 E TL bb'0 96'6 ZE'Z 0£'S ZE'Z 0 009'0 LOEV Z ES'86 ald L £ TL 66'0 66'8 Z£'Z OE'S ZE'Z 0 009'0 LOEV Z ES'8b all 9 E TL 8b'0 66'8 ES'Z OE'S ES'Z 0 009'0 LOEV Z ES'8Ti du S E TL 86'0 66'8 ES'Z OE'S ES'Z 0 009'0 LOU Z ES'86 au b E TL 9Z'0 66'8 LE'T OE'S LE'T 0 009'0 LOEV Z ES'8b ad E E TL 9Z'0 66'8 LE'T OE'S LE'T 0 009'0 LOEV Z ES'8b ald Z E TL ST'0 Z9'9 6L'O 0E'9 6L'0 0 009'0 LOEV Z WEE ald 8 £ TL ST'O 96'6 6L'O OE'S 6L'O 0 009'0 LOU Z WEE a2l L E TL ST•O 66'8 6L'O OE'S 6L'0 0 009'0 LOEV Z WEE ald 9 E TL 9T'0 6b'8 6L'O OE'S 6L'0 0 009'0 LOEV Z WEE ad S E TL ST'0 66'8 6L'O OE'S 6L'O 0 009'0 LOEV Z WEE au 6 E TL LO'O 66'8 6E'O OE'S 6E'O 0 009'0 LOEV Z 00'EE ald E £ TL LO'O 66'8 6E'O OE'S 6E'0 0 009'0 LOEV Z WEE aE Z E TL ST'0 Z9'9 6L'0 OE'S 6L'0 0 009'0 LOEV Z WEE ald 8 Z TL ST'0 9b'6 6L'O OE'S 6L'O 0 009'0 LOEV Z WEE ad L Z TL 9I'0 66'8 6L'0 O£'S 6L'0 0 009'0 LOEV Z WEE au 9 Z TL ST'O 66'8 6L'0 OE'S 6L'O 0 009'0 LOEV Z WEE au S Z TL ST'0 66'8 6L'O OE'S 6L'O 0 009•0 LOEV Z WEE au Ti Z TL LO'0 66'8 6E'O OE'S 6£'0 0 009'0 LOEV Z WEE au E Z TL LO'0 66'8 6E'O OE'S 6E'0 0 009'0 LOEV Z WEE ald Z Z TL LE'0 Z9'9 66'T 0£'S b6'T 0 009'0 LOEV Z L6'LT au 8 Z TL L£'0 96'6 66'T OE'S b6'T 0 009'0 LOEV Z LV LT aU L Z TL L£'0 66'8 66'T O£'S b6'T 0 009'0 LOEV Z LV LT lau 9 Z TL Zb'0 bb'8 SZ'Z 0£'S SZ'Z 0 009'0 LOEV Z L6'LT au S Z TL Zb'0 66'8 SZ'Z OE'S SZ'Z 0 009'0 LOEV Z LV LT ald b Z TL 6Z•O 66'8 8Z'T OE'S 8Z'T 0 009'0 LOEV Z L6'LT lau E Z TL 6Z'0 66'8 8Z'T OE'S 8Z'T 0 009'0 LOEV Z L6'LT AU Z Z TL 8T'0 Z9'9 L6'0 0£'S L6'0 0 009'0 LOEV Z 99'6T au 8 Z TL 8T'O 9b'6 L6'0 0£'9 L6'0 0 009'0 LOEV Z 99*bT ad L Z TL 8T'0 66'8 L6'0 0£'9 L6'0 0 009'0 LOEV Z 99'6T ald 9 Z 10Ai/2021 Roo ft es:u u.t Id Id Description Start End Offsetl Offset2 Id Id Width Thick (ft) ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 2 1 Interior 21.60 124.40 21.60 33.11 3 9 2.83 0.067 2.83 2 2 Middle 10.80 135.20 10.80 33.11 2 6 2.92 0.067 2.92 2 7 Lt top corner 0.00 10.80 0.00 3.60 2 1 2.22 0.067 2.42 2 8 Rt top corner 135.20 146.00 0.00 3.60 7 1 2.22 0.105 2.42 2 11 Lt top cor gabl 0.00 3.60 3.60 10.80 1 4 2.42 0.075 2.42 2 12 Rt top cor gabl 142.40 146.00 3.60 10.80 7 4 2.42 0.105 2.42 2 15 Exterior 0.00 146.00 0.00 33.11 2 6 2.92 0.067 2.92 ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 3 1 Interior 21.60 124.40 0.00 11.51 3 4 2.83 0.067 2.83 3 2 Middle 10.80 135.20 0.00 22.31 2 6 2.92 0.067 2.92 3 9 Rt bot corner 135.20 146.00 29.51 33.11 7 12 2.22 0.105 2.42 3 10 Lt bot corner 0.00 10.80 29.51 33.11 2 12 2.22 0.067 2.42 3 13 Rt bot cor gabl 142.40 146.00 22.31 29.51 7 9 2.42 0.105 2.42 3 14 Lt bot cor gabl 0.00 3.60 22.31 29.51 1 9 2.42 0.075 2.42 3 15 Exterior 0.00 146.00 0.00 33.11 2 6 2.92 0.067 2.92 PURLIN SCREW CHECK: Wind --------Limit(k)-------- Surf Zone Screw Suction Load Purlin Panel Screw Max Id Id Space (psf) (k) Pullout Pullover Tension UC 2 1 0.00 31.76 0.00 2 -2 0.00 55.27 0.00 2 7 0.00 99.42 0.00 2 8 0.00 99.42 0.00 2 11 0.00 99.42 0.00 2 12 0.00 99.42 0.00 2 15 0.00 73.06 0.00 ---- ---- ----- ------- ----- ------- -------- ------- ---- 3 1 0.00 31.76 0.00 3 2 0.00 55.27 0.00 3 9 0.00 99.42 0.00 3 10 0.00 99.42 0.00 3 13 0.00 99.42 0.00 3 14 0.00 99.42 0.00 3 15 0.00 73.06 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Weight Summary 10/ 1/21 12:37pm Roof Purlins = 17019.12 Eave Struts = 1336.78 Roof Bracing = 345.77 Wind Bents = 1943.76 Total = 20645.42 K2180744A Warning Summary 10/ 1/21 12:37pm No Warnings A-322 20/1.2021 . . . RbO fACSi:Dut. .: Design fot surf 2; id:4&5 .. : .. : .. . K2180.744A Desi- gn-.Code 10% 1/21 12e36pm STRUCTURAL'CODE: Design'.Basis . . :.WB Working 'Stress. Hot.' Rolled'Steel' •:' AISC16. Cold Formed:Steel'.:: NAUS16: BUILDING.CODE':: Wind-Code:.. : :• FBC .:20 .(IBC 18) .. . . , Seismic Zone .. A . MODULUS-OF ELASTICLTY.'. Hot . Rolled.Steel: :. 29000. '(ksi) Cold Formed Steel 29500 (ksi) . . . K2180744A - Purlin Layout.-(Surface 2). 10/ 1/21 12:36pi[i - ------------ SURFACE. LAAYOUT:. . Surface No. ••. 'Peak Id. Length'. .Row, .Space,. . . 2 33.114 : 12 1.:333 PURLIN-LOCATION: . : Purlin Surf. Load . •bead Show id Offset Space-.'Width Load. Report -: Id UC Report - Notes . .1 2..'031 2.031. ••2..224 . 2.17 10' :0.91 Mom;Shr -2 4':996. '7r417. '2"417- . 7:00 Y 10 0.96:' Mom+Shr 3. 6.864 . 2.417. ,2.-41-7. .-2.00'. .' '. 10, .0..96• Mom+Sh,r, . 4.: .:9.2.81 2..41:7' 2.417 2:00: . . : .10 '.:0'.96 .Mom+Shr'.. : '. . 5: .11.698. 2•,417 2:667 1•.8.1: 1.0 0:89. .Mom,Shr 6 •14.614 2'.917. •2:917 . 1`.66 '. 10 'G.95 Mom,Sh= 7 10' 0.:95' 'Mom;Shr' 8 .20.448 2:917 .2.875• . .l.68` 10- :0.94- 'Mom,Shr 9. 23:.281 •2...833' 2.833.. 1..71'.' 10 `. 0: 92.:_Mom,Shr ._ 10 . .26:114 .2.833 .2-.833 - .1:71. 10 0.92 Mom:Shr 11 .28'.'94B `.2:833:'.2.833 :`.1:71 10 . 0,92 Mom,'Sh='. 12:-. . 31.7:61. '2..833: 2-.750 1.76: : '10 '0;90- Mom:,Shr 33.114' -1.333 ' Average 1.81. .LAYOUT:. ' Bay •. Design.'_ --_Lap(ft)=- No: Unit-. Total Id 'Part-' Length. heft-.-Right .Strap . Weight. Weight LExt .95ZO75 2.21. .0 9':5 - 113.6 1 ` 95Z075; 8.79'. . .1:94'. 0 . ',45.8'. 550.1. `. . .:'Z •95Z0'67 .:'14:75 1.94 .-1.19 0- 68.3.: 81.9.2 3 '95Z063 '. 24.00- 1.19' . 1;1.9, •0. : 100.7.. .1208:•7• 4...95'Z06T., . 24:,00. Ij-.9. 1.19 .0 , •10.0',7. 1208;7 . .5 •95.Z067 • 24:00. 1.19. 1.19,. 0 .100:7 -.,1208.7 . . A=323 Zo/2/2021 RDo fpes2.out 6 95Z075 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 735.8 8830.2 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin(Surface= 2, Id= 2) 10/ 1/21 12:36pm ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 O££set = 4.45 ------------------------------ LAYOUT: (Purlin Id= 2) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 8.79 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 0.25 -0.21 -0.34 0.16 -0.29 3.69 0.04 0.58 2 0.35 0.22 -0.56 -0.64 0.58 0.02 -0.34 5.23 1.99 2.71 3 0.77 0.69 -0.76 -0.84 2.71 1.84 -1.74 11.50 2.56 3.52 4 0.81 0.73 -0.73 -0.81 3.52 2.60 -1.33 12.01 2.60 3.51 5 0.84 0.76 -0.70 -0.77 3.51 2.56 -1.73 12.48 1.86 2.73 6 0.68 0.60 -0.81 -0.94 -2.73 1.97 -0.70 10.09 4.12 5.81 7 1.19 1.06 -0.80 5.81 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: A-324 10/1/2021 R.00 fpesi.out . Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.00 1 LSup 0.25 4.24 0.06 RSup 0.31 8.45 0.04 LSup 0.06 -0.01 2 RLap -0.56 3.02 0.19 RLap 1.99 7.13 0.28 RLap 0.34 0.01 3 RLap -0.76 3.02 0.25 RLap 2.56 7.13 0.36 RLap 0.44 -0.26 4 LLap 0.73 3.02 0.24 LLap 2.60 7.13 0.37 LLap 0.44 -0.15, 5 LLap 0.76 3.02 0.25 LLap, 2.56 7.13 0.36 LLap 0.44 -0.26 6 RLap -0.81 4.24 0.19 RLap, 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.08 2.65 2.36 0.03 2 0.07 2.65 2.11 0.03 0.57 2.65 2.11 0.27 3 0.57 2.65 2.11 0.27 0.74 2.65 2.11 0.35 - -4-0.74 2.65 2.11 0.35 0:74 2.65 2.11-0.35- 5 0.74 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 0.07 -0.06 -0.10 0.05 -0.08 3.69 0.01 0.17 2 0.10 0.06 -0.16 -0.18 0.17 0.01 -0.10 5.23 0.57 0.78 3 0.22 0.20 -0.22 -0.24 0.78 0.53 -0.50 11.50 0.73 1.01 4 0.23 0.21 -0.21 -0.23 1.01 0.75 -0.38 12.01 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.73 -0.50 12.48 0.53 0.78 6 0.19 0.17 -0.23 -0.27 0.78 0.56 -0.20 10.09 1.18 1.66 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---= ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.00 1 LSup 0.07 4.24 0.02 RSup 0.09 8.45 0.01 RSup 0.02 0.00 2 RLap -0.16 3.02 0.05 RLap 0.57 7.13 0.08 RLap 0.10 0.00 3 RLap -0.22 3.02 0.07 RLap 0.73 7.13 0.10 RLap 0.13 -0.08 4 LLap 0.21 3.02 0.07 LLap 0.75 7.13 0.10 LLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap 0.73 7.13 0.10 LLap 0.13 -0.07 6 RLap, -0.23 4.24 0.05 RLap 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap, 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 A-325 10/1/2021 ROO fAPS1.Dut LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.02 2.65 2.36 0.01 2 0.02 2.65 2.11 0.01 0.16 2.65 2.11 0.08 3 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 4 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 0.13 -0.11 -0.17 0.08 -0.15 3.69 0.02 0.30 2 0.18 0.11 -0.29 -0.33 0.30 0.01 -0.17 5.23 1.01 1.38 3 0.39 0.35 -0.39 -0.43 1.38 0.93 -0.89 11.50 1.31 1.79 4 0.41 0.37 -0.37 -0.41 1.79 1.33 -0.68 12.01 1.32 1.78 5 0.43 0.39 -0.35 -0.39 1.78 1.30 -0.88 12.48 0.95 1.39 6 0.35 0.30 -0.41 -0.48 1.39 1.00 -0.35 10.09 2.10 2.96 7 0.60 0.54 -0.41 2.96 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 LSup 0.13 4.24 0.03 RSup 0.16 8.45 0.02 RSup 0.03 0.00 2 RLap -0.29 3.02 0.09 RLap 1.01 7.13 0.14 RLap 0.17 0.01 3 RLap -0.39 3.02 0.13 RLap 1.31 7.13 0.18 RLap 0.22 -0.13 4 LLap 0.37 3.02 0.12 LLap 1.33 7.13 0.19 LLap 0.22 -0.08 5 LLap 0.39 3.02 0.13 LLap 1.30 7.13 0.18 LLap 0.22 -0.13 6 RLap -0.41 4.24 0.10 RLap 2.10 8.24 0.25 RLap 0.27 0.02 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.18 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.29 2.65 2.11 0.14 3 0.29 2:65 2.11 0.14 0.38 2.65 2.11 0.18 4 0.38 2.65 2.11 0.18 0.38 2.65 2.11 0.18 5 0.38 2.65 2.11 0.18 0.28 2.65 2.11 0.13 A-3 26 10/1/2021 tzoo fpesl.out . 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 -0.47 0.38 0.62 -0.33 0.53 3.80 -0.07 -1.04 2 -0.63 -0.40 1.00 1.14 -1.04 -0.05 0.61 5.23 -3.56 -4.84 3 -1.38 -1.24 1.36 1.50 -4.84 -3.28 3.11 11.50 -4.58 -6.28 4 -1.44 -1.30 1.30 1.44 -6.28 -4.65 2.38 12.00 -4.64 -6.27 5 -1.50 -1.36 1.24 1.38 -6.27 -4.57 3.10 12.48 -3.31 -4.87 6 -1.21 -1.07 1.44 1.67 -4.87 -3.52 1.24 10.08 -7.40 -10.42 7 -2.13 -1.90 i.47 -10.42 -6.52 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay-------Shear(k)------- -----Moment(f-k-)--------Mom+Shr--Deflect-(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 -0.01 1 LSup -0.47 4.24 0.11 MidS 0.53 8.13 0.07 LSup 0.12 0.01 2 RLap 1.00 3.02 0.33 RLap -3.56 7.13 0.50 RLap 0.60 -0.02 3 RLap 1.36 3.02 0.45 RLap -4.58 7.13 0.64 RLap 0.79 0.47 4 LLap -1.30 3.02 0.43 LLap -4.65 7.13 0.65 LLap 0.78 0.27 5 LLap -1.36 3.02 0.45 LLap -4.57 7.13 0.64 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap 0.53 1.57 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.14 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 1.02 2.65 2.11 0.48 3 1.02 2.65 2.11 0.48 1.32 2.65 2.11 0.63 4 1.32 2.65 2.11 0.63 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 6 1.08 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 A-3 27 10/i/2021 R.00 fDcsz.0 t . 1 0.28 -0.24 -0.38 0.19 -0.33 3.69 0.05 0.65 2 0.40 0.25 -0.63 -0.72 0.65 0.03 -0.38 5.23 2.24 3.04 3 0.87 0.78 -0.85 -0.94 3.04 2.06 -1.95 11.50 2.88 3.95 4 0.91 0.82 -0.82 -0.91 3.95 2.92 -1.50 12.01 2.91 3.94 5 0.94 0.85 -0.78 -0.87 3.94 2.87 -1.95 12.48 2.09 3.07 6 0.76 0.67 -0.90 -1.05 3.07 2.21 -0.78 10.09 4.63 6.52 7 1.33 1.19 -0.89 6.52 4.08 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.00 1 LSup 0.28 4.24 0.07 RSup 0.34 8.45 0.04 LSup 0.07 -0.01 2 RLap -0.63 3.02 0.21 RLap 2.24 7.13 0.31 RLap 0.38 0.01 3 RLap -0.85 3.02 0.28 RLap 2.88 7.13 0.40 RLap 0.49 -0.30 4 LLap 0.82 3.02 0.27 LLap 2.92 7.13 0.41 LLap 0.49 -0.17 5 LLap 0.85 3.02 0.28 LLap 2.87 7.13 0.40 LLap 0.49 -0.29 6 RLap -0.90 4.24 0.21 RLap 4.63 8.24 0.56 RLap 0.59 0.05 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap 0.33 -0.98 RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.09 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.64 2.65 2.11 0.30 3 0.64 2.65 2.11 0.30 0.83 2.65 2.11 0.39 4 0.83 2.65 2.11 0.39 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 : Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 0.15 -0.12 -0.20 0.10 -0.17 3.69 0.02 0.34 2 0.21 0.13 -0.33 -0.38 0.34 0.01 -0.20 5.23 1.17 1.59 3 0.45 0.41 -0.45 -0.49 1.59 1.08 -1.02 11.50 1.51 2.07 4 0.47 0.43 -0.43 -0.47 2.07 1.53 -0.78 12.01 1.53 2.06 5 0.49 0.45 -0.41 -0.46 2.06 1.50 -1.02 12.48 1.09 1.60 6 0.40 0.35 -0.47 -0.55 1.60 1.16 -0.41 10.09 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-32 8 10A2/2021 R.00 fDesz.out ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.00 1 LSup 0.15 4.24 0.03 RSup 0.18 8.45 0.02 LSup 0.04 0.00 2 RLap -0.33 3.02 0.11 RLap 1.17 7.13 0.16 RLap 0.20 0.01 3 RLap -0.45 3.02 0.15 RLap 1.51 7.13 0.21 RLap 0.26 -0.15 4 LLap 0.43 3.02 0.14 LLap 1.53 7.13 0.21 LLap 0.26 -0.09 5 LLap 0.45 3.02 0.15 LLap 1.50 7.13 0.21 LLap, 0.26 -0.15 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap, 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.05 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.33 2.65 2.11 0.16 3 0.33 2.65 2.11 0.16 0.43 2.65 2.11 0.21 4 0.43 2.65 2.11 0.21 0.43 2.65 2.11 0.21 5 0.43 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6-0.36 2.65 2.36 0.15 0.37 2.65 2.36-0-16 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 -0.17 0.13 0.21 -0.13 0.18 3.93 -0.02 -0.35 2 -0.21 -0.13 0.34 0.38 -0.35 -0.02 0.20 5.24 -1.20 -1.62 3 -0.46 -0.42 0.46 0.50 -1.62 -1.10 1.04 11.50 -1.54 -2.11 4 -0.48 -0.44 0.44 0.48 -2.11 -1.56 0.80 12.00 -1.56 -2.11 5 -0.50 -0.46 0.42 0.46 -2.11 -1.54 1.04 12.49 -1.11 -1.63 6 -0.41 -0.36 0.48 0.56 -1.63 -1.18 0.41 10.06 -2.50 -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 8.45 0.01 RSup 0.03 0.00 1 LSup -0.17 4.24 0.04 MidS 0.18 8.16 0.02 LSup 0.04 0.00 2 RLap 0.34 3.02 0.11 RLap -1.20 7.13 0.17 RLap 0.20 -0.01 3 RLap 0.46 3.02 0.15 RLap -1.54 7.13 0.22 RLap 0.26 0.16 4 LLap -0.44 3.02 0.14 LLap -1.56 7.13 0.22 LLap 0.26 0.09 5 LLap, -0.46 3.02 0.15 LLap -1.54 7.13 0.22 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: A-3 29 20/1/2022 Roo fDPSi.out Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.05 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.34 2.65 2.11 0.16 3 0.34 2.65 2.11 0.16 0.44 2.65 2.11 0.21 4 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 _ _ 1_-0.30 0.24 -0.39 -0.21 -- --0.34-3-82--0.04--0.66 2 -0.40 -0.25 0.64 0.73 -0.66 -0.03 0.38 5.23 -2.26 -3.07 3 -0.88 -0.79 0.86 0.95 -3.07 -2.08 1.98 11.50 -2.91 -3.99 4 -0.92 -0.83 0.83 0.92 -3.99 -2.96 1.51 12.00 -2.95 -3.98 5 -0.95 -0.86 0.79 0.88 -3.98 -2.90 1.97 12.49 -2.10 -3.09 6 -0.77 -0.68 0.92 1.06 -3.09 -2.23 0.78 10.08 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.71 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8.45 0.03 RSup 0.05 0.00 1 LSup -0.30 4.24 0.07 RSup -0.35 8.45 0.04 LSup 0.08 0.01 2 RLap 0.64 3.02 0.21 RLap -2.26 7.13 0.32 RLap 0.38 -0.01 3 RLap 0.86 3.02 0.29 RLap -2.91 7.13 0.41 RLap 0.50 0.30 4 LLap -0.83 3.02 0.27 LLap -2.96 7.13 0.41 LLap 0.50 0.17 5 LLap -0.86 3.02 0.29 LLap -2.90 7.13 0.41 LLap 0.50 0.30 6 RLap 0.92 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap -1.20 11.72 0.10 MidS 5.37 9.06 0.59 LLap 0.34 1.00 RExt LSup -0.09 11.72 0.01 LSup -0.04 12.95 0.00 LSup 0.00 -0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.09 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.84 2.65 2.11 0.40 4 0.84 2.65 2.11 0.40 0.84 2.65 2.11 0.40 5 0.84 2.65 2.11 0.40 0.61 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 A-330 10Ai/2021 R.00 fDPS1.Dut LOAD ID 9 : 0.6Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 0.12 -0.10 -0.16 0.08 -0.14 3.69 0.02 0.27 2 0.16 0.10 -0.26 -0.30 0.27 0.01 -0.16 5.23 0.93 1.26 3 0.36 0.32 -0.35 -0.39 1.26 0.86 -0.81 11.50 1.19 1.64 4 0.38 0.34 -0.34 -0.38 1.64 1.21 -0.62 12.01 1.21 1.63 5 0.39 0.35 -0.32 -0.36 1.63 1.19 -0.81 12.48 0.87 1.27 6 0.32 0.28 -0.38 -0.44 1.27 0.92 -0.32 10.09 1.92 2.71 7 0.55 0.49 -0.37 2.71 1.69 -2.18 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 LSup 0.12 4.24 0.03 RSup 0.14 8.45 0.02 RSup 0.03 0.00 2 RLap -0.26 3.02 0.09 RLap 0.93 7.13 0.13 RLap 0.16 0.01 3 RLap -0.35 3.02 0.12 RLap 1.19 7.13 0.17 RLap 0.20 -0.12 4 LLap 0.34 3.02 0.11 LLap 1.21 7.13 0.17 LLap 0.20 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.19 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.38 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear Uc Calc Shear Bear Uc ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.03 2.65 2.11 0.02 0.27 2.65 2.11 0.13 3 0.27 2.65 2.11 0.13 0.34 2.65 2.11 0.16 4 0.34 2.65 2.11 0.16 0.34 2.65 2.11 0.16 5 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 -0.48 0.39 0.63 -0.34 0.54 3.80 -0.07 -1.07 2 -0.64 -0.41 1.03 1.17 -1.07 -0.05 0.62 5.23 -3.65 -4.96 A-3 3 1 10/1/2021 R00 fDesi.Out . 3 -1.42 -1.27 1.39 1.54 -4.96 -3.36 3.19 11.50 -4.69 -6.44 4 -1.48 -1.33 1.33 1.48 -6.44 -4.77 2.44 12.00 -4.76 -6.42 5 -1.54 -1.39 1.27 1.42 -6.42 -4.68 3.18 12.48 -3.39 -4.99 6 -1.24 -1.10 1.48 1.71 -4.99 -3.60 1.27 10.08 -7.58 -10.67 7 -2.18 -1.94 1.51 -10.67 -6.68 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 -0.01 1 LSup -0.48 4.24 0.11 MidS 0.54 8.13 0.07 LSup 0.12 0.01 2 RLap 1.03 3.02 0.34 RLap -3.65 7.13 0.51 RLap 0.61 -0.02 3 RLap 1.39 3.02 0.46 RLap -4.69 7.13 0.66 RLap 0.80 0.48 4 LLap -1.33 3.02 0.44 LLap -4.77 7.13 0.67 LLap 0.80 0.28 5 LLap -1.39 3.02 0.46 LLap -4.68 7.13 0.66 LLap 0.80 0.48 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06 0.95 LLap 0.54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt_=_0.500 (A307) - Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.15 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 1.04 2.65 2.11 0.49 3 1.04 2.65 2.11 0.49 1.35 2.65 2.11 0.64 4 1.35 2.65 2.11 0.64 1.35 2.65 2.11 0.64 5 1.35 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 -0.01 0.70 0.01 2 7.38 0.01 1.18 0.01 3 12.00 -0.26 1.92 0.14 4 12.00 -0.15 1.92 0.08 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- A-332 10/2/2021 R00 fpesi.0ut LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.07 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.01 2 7.38 0.01 1.18 0.01 3 12.00 -0.19 1.92 0.10 4 12.00 -0.11 1.92 0.06 5 12.00 -0.19 1.92 0.10 6 12.00 0.03 1.92 0.02 _ 7 14.75 -0.62 2.36 0.26. RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.05 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 : Dead+0.3Wind Suctionl ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 -0.01 1.18 0.00 3 12.00 0.14 1.92 0.07 4 12.00 0.08 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 K2180744A Purlin Layout(Surface= 3) 10/ 1/21 12:36pm A-333 10/1/2021 Roo fDeSs.out SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 3 33.114 12 1.333 PURLIN LOCATION: Purlin Surf Load Dead Show ------Max-Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 1.333 1.333 2.750 1.76 10 0.90 Mom,Shr 2 4.167 2.833 2.833 1.71 10 0.92 Mom,Shr 3 7.000 2.833 2.833 1.71 10 0.92 Mom,Shr 4 9.833 2.833 2.833 1.71 10 0.92 Mom,Shr 5 12.666 2.833 2.875 1.68 10 0.94 Mom,Shr 6 15.583 2.917 2.917 1.66 10 0.95 Mom,Shr 7 18.500 2.917 2.917 1.66 10 0.95 Mom,Shr 8 21.417 2.917 2.667 1.81 10 0.89 Mom,Shr 9 23.833 2.417 2.417 2.00 10 0.96 Mom+Shr 10 26.250 2.417 2.417 2.00 10 0.96 Mom+Shr 11 28.667 2.417 2.417 2.00 Y 10 0.96 Mom+Shr 12 31.083 2.417 2.224 2.17 10 0.91 Mom,Shr 33.114 2.031 Average= 1.81 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 95ZO75 2.21 0 9.5 113.6 1 95ZO75 8.79 1.94 0 45.8 550.1 2 95ZO67 14.75 1.94 1.19 0 68.3 819.2 3 95ZO67 24.00 1.19 1.19 0 100.7 1208.7 4 95ZO67 24.00 1.19 1.19 0 100.7 1208.7 5 95ZO67 24.00 1.19 1.19 0 100.7 1208.7 6 95ZO75 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 735.8 8830.2 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin(Surface= 3, Id= 11) 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 3 Purlin Id = 11 Offset = 28.67 ------------------------------ A-334 10/1/2021 tz oo f DBs2.out LAYOUT: (Purlin Id= 11) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 8.79 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- ------------Moment_(f--k) ------------ Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 0.25 -0.21 -0.34 0.16 -0.29 3.69 0.04 0.58 2 0.35 0.22 -0.56 -0.64 0.58 0.02 -0.34 5.23 1.99 2.71 3 0.77 0.69 -0.76 -0.84 2.71 1.84 -1.74 11.50 2.56 3.52 4 0.81 0.73 -0.73 -0.81 3.52 2.60 -1.33 12.01 2.60 3.51 5 0.84 0.76 -0.70 -0.77 3.51 2.56 -1.73 12.48 1.86 2.73 6 0.68 0.60 -0.81 -0.94 2.73 1.97 -0.70 10.09 4.12 5.81 7 1.19 1.06 -0.80 5.81 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.00 1 LSup 0.25 4.24 0.06 RSup 0.31 8.45 0.04 LSup 0.06 -0.01 2 RLap -0.56 3.02 0.19 RLap 1.99 7.13 0.28 RLap 0.34 0.01 3 RLap -0.76 3.02 0.25 RLap 2.56 7.13 0.36 RLap 0.44 -0.26 4 LLap 0.73 3.02 0.24 LLap 2.60 7.13 0.37 LLap 0.44 -0.15 5 LLap 0.76 3.02 0.25 LLap 2.56 7.13 0.36 LLap 0.44 -0.26 6 RLap -0.81 4.24 0.19 RLap 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.08 2.65 2.36 0.03 2 0.07 2.65 2.11 0.03 0.57 2.65 2.11 0.27 A-3 3 5 10/1/2021 ROD fDPSl.out 3 0.57 2.65 2.11 0.27 0.74 2.65 2.11 0.35 4 0.74 2.65 2.11 0.35 0.74 2.65 2.11 0.35 5 0.74 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 0.07 -0.06 -0.10 0.05 -0.08 3.69 0.01 0.17 2 0.10 0.06 -0.16 -0.18 0.17 0.01 -0.10 5.23 0.57 0.78 3 0.22 0.20 -0.22 -0.24 0.78 0.53 -0.50 11.50 0.73 1.01 4 0.23 0.21 -0.21 -0.23 1.01 0.75 -0.38 12.01 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.73 -0.50 12.48 0.53 0.78 6 0.19 0.17 -0.23 -0.27 0.78 0.56 -0.20 10.09 1.18 1.66 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.00 0.01 __ --0-.-0A----0-.-50 --0-00 - STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.00 1 LSup 0.07 4.24 0.02 RSup 0.09 8.45 0.01 RSup 0.02 0.00 2 RLap -0.16 3.02 0.05 RLap 0.57 7.13 0.08 RLap 0.10 0.00 3 RLap -0.22 3.02 0.07 RLap 0.73 7.13 0.10 RLap 0.13 -0.08 4 LLap 0.21 3.02 0.07 LLap 0.75 7.13 0.10 LLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap 0.73 7.13 0.10 LLap 0.13 -0.07 6 RLap -0.23 4.24 0.05 RLap 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.02 2.65 2.36 0.01 2 0.02 2.65 2.11 0.01 0.16 2.65 2.11 0.08 3 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 4 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right A-3 3 6 10A1/2022 F-00 fAesi.Dut Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 0.13 -0.11 -0.17 0.08 -0.15 3.69 0.02 0.30 2 0.18 0.11 -0.29 -0.33 0.30 0.01 -0.17 5.23 1.01 1.38 3 0.39 0.35 -0.39 -0.43 1.38 0.93 -0.89 11.50 1.31 1.79 4 0.41 0.37 -0.37 -0.41 1.79 1.33 -0.68 12.01 1.32 1.78 5 0.43 0.39 -0.35 -0.39 1.78 1.30 -0.88 12.48 0.95 1.39 6 0.35 0.30 -0.41 -0.48 1.39 1.00 -0.35 10.09 2.10 2.96 7 0.60 0.54 -0.41 2.96 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 LSup 0.13 4.24 0.03 RSup 0.16 8.45 0.02 RSup 0.03 0.00 2 RLap -0.29 3.02 0.09 RLap 1.01 7.13 0.14 RLap 0.17 0.01 3 RLap -0.39 3.02 0.13 RLap 1.31 7.13 0.18 RLap 0.22 -0.13 4 LLap 0.37 3.02 0.12 LLap 1.33 7.13 0.19 LLap 0.22 -0.08 5 LLap 0.39 3.02 0.13 LLap 1.30 7.13 0.18 LLap 0.22 -0.13 6 RLap -0.41 4.24 0.10 RLap 2.10 8.24__Q.25_RLap__0...27 0-.-0 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.16 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.29 2.65 2.11 0.14 3 0.29 2.65 2.11 0.14 0.38 2.65 2.11 0.18 4 0.38 2.65 2.11 0.18 0.38 2.65 2.11 0.18 5 0.38 2.65 2.11 0.18 0.28 2.65 2.11 0.13 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 -0.47 0.38 0.62 -0.33 0.53 3.80 -0.07 -1.04 2 -0.63 -0.40 1.00 1.14 -1.04 -0.05 0.61 5.23 -3.56 -4.84 3 -1.38 -1.24 1.36 1.50 -4.84 -3.28 3.11 11.50 -4.58 -6.28 4 -1.44 -1.30 1.30 1.44 -6.28 -4.65 2.38 12.00 -4.64 -6.27 5 -1.50 -1.36 1.24 1.38 -6.27 -4.57 3.10 12.48 -3.31 -4.87 6 -1.21 -1.07 1.44 1.67 -4.87 -3.52 1.24 10.08 -7.40 -10.42 7 -2.13 -1.90 1.47 -10.42 -6.52 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 A-337 10/1/2021 RAD fDPSl.out STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 -0.01 1 LSup -0.47 4.24 0.11 MidS 0.53 8.13 0.07 LSup 0.12 0.01 2 RLap 1.00 3.02 0.33 RLap -3.56 7.13 0.50 RLap 0.60 -0.02 3 RLap 1.36 3.02 0.45 RLap -4.58 7.13 0.64 RLap 0.79 0.47 4 LLap -1.30 3.02 0.43 LLap -4.65 7.13 0.65 LLap 0.78 0.27 5 LLap -1.36 3.02 0.45 LLap -4.57 7.13 0.64 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap 0.53 1.57 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.14 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 1.02 2.65 2.11 0.48 3 1.02 2.65 2.11 0.48 1.32 2.65 2.11 0-.63- - -- - 4 1.32 2.65 2.11 0.63 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 6 1.08 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 1 0.28 -0.24 -0.38 0.19 -0.33 3.69 0.05 0.65 2 0.40 0.25 -0.63 -0.72 0.65 0.03 -0.38 5.23 2.24 3.04 3 0.87 0.78 -0.85 -0.94 3.04 2.06 -1.95 11.50 2.88 3.95 4 0.91 0.82 -0.82 -0.91 3.95 2.92 -1.50 12.01 2.91 3.94 5 0.94 0.85 -0.78 -0.87 3.94 2.87 -1.95 12.48 2.09 3.07 6 0.76 0.67 -0.90 -1.05 3.07 2.21 -0.78 10.09 4.63 6.52 7 1.33 1.19 -0.89 6.52 4.08 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.00 1 LSup 0.28 4.24 0.07 RSup 0.34 8.45 0.04 LSup 0.07 -0.01 2 RLap -0.63 3.02 0.21 RLap, 2.24 7.13 0.31 RLap 0.38 0.01 3 RLap -0.85 3.02 0.28 RLap 2.88 7.13 0.40 RLap 0.49 -0.30 4 LLap 0.82 3.02 0.27 LLap 2.92 7.13 0.41 LLap 0.49 -0.17 5 LLap 0.85 3.02 0.28 LLap 2.87 7.13 0.40 LLap 0.49 -0.29 6 RLap -0.90 4.24 0.21 RLap 4.63 8.24 0.56 RLap 0.59 0.05 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap 0.33 -0.98 A-3 3 8 10/1/2021 RDD fAPS1.Dut RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.09 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.64 2.65 2.11 0.30 3 0.64 2.65 2.11 0.30 0.83 2.65 2.11 0.39 4 0.83 2.65 2.11 0.39 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 : Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpanRight_Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 0.15 -0.12 -0.20 0.10 -0.17 3.69 0.02 0.34 2 0.21 0.13 -0.33 -0.38 0.34 0.01 -0.20 5.23 1.17 1.59 3 0.45 0.41 -0.45 -0.49 1.59 1.08 -1.02 11.50 1.51 2.07 4 0.47 0.43 -0.43 -0.47 2.07 1.53 -0.78 12.01 1.53 2.06 5 0.49 0.45 -0.41 -0.46 2.06 1.50 -1.02 12.48 1.09 1.60 6 0.40 0.35 -0.47 -0.55 1.60 1.16 -0.41 10.09 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.00 1 LSup 0.15 4.24 0.03 RSup 0.18 8.45 0.02 LSup 0.04 0.00 2 RLap -0.33 3.02 0.11 RLap 1.17 7.13 0.16 RLap 0.20 0.01 3 RLap -0.45 3.02 0.15 RLap 1.51 7.13 0.21 RLap 0.26 -0.15 4 LLap 0.43 3.02 0.14 LLap 1.53 7.13 0.21 LLap 0.26 -0.09 5 LLap 0.45 3.02 0.15 LLap 1.50 7.13 0.21 LLap 0.26 -0.15 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.05 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.33 2.65 2.11 0.16 3 0.33 2.65 2.11 0.16 0.43 2.65 2.11 0.21 4 0.43 2.65 2.11 0.21 0.43 2.65 2.11 0.21 A-3 3 9 10A1/2021 tz oo fpesz.out 5 0.43 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.37 2.65 2.36 0.16 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)---------------. Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 -0.17 0.13 0.21 -0.13 0.18 3.93 -0.02 -0.35 2 -0.21 -0.13 0.34 0.38 -0.35 -0.02 0.20 5.24 -1.20 -1.62 3 -0.46 -0.42 0.46 0.50 -1.62 -1.10 1.04 11.50 -1.54 -2.11 4 -0.48 -0.44 0.44 0.48 -2.11 -1.56 0.80 12.00 -1.56 -2.11 5 -0.50 -0.46 0.42 0.46 -2.11 -1.54 1.04 12.49 -1.11 -1.63 6 -0.41 -0.36 0.48 0.56 -1.63 -1.18 0.41 10.06 -2.50 -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc CalC Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 8.45 0.01 RSup 0.03 0.00 1 LSup -0.17 4.24 0.04 MidS 0.18 8.16 0.02 LSup 0.04 0.00 2 RLap 0.34 3.02 0.11 RLap -1.20 7.13 0.17 RLap 0.20 -0.01 3 RLap 0.46 3.02 0.15 RLap -1.54 7.13 0.22 RLap 0.26 0.16 4 LLap -0.44 3.02 0.14 LLap -1.56 7.13 0.22 LLap 0.26 0.09 5 LLap -0.46 3.02 0.15 LLap -1.54 7.13 0.22 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.05 2.65 2.36 0.02 2 0.04 2.65 2.11 0.02 0.34 2.65 2.11 0.16 3 0.34' 2.65 2.11 0.16 0.44 2.65 2.11 0.21 4 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc -Lap --Sup A-3 40 ---- ----- ----- ----- ----- ----- ----- ----- ----- - 10/1/2021 R.00 fpess.0 t LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 1 -0.30 0.24 0.39 -0.21 0.34 3.82 -0.04 -0.66 2 -0.40 -0.25 0.64 0.73 -0.66 -0.03 0.38 5.23 -2.26 -3.07 3 -0.88 -0.79 0.86 0.95 -3.07 -2.08 1.98 11.50 -2.91 -3.99 4 -0.92 -0.83 0.83 0.92 -3.99 -2.96 1.51 12.00 -2.95 -3.98 5 -0.95 -0.86 0.79 0.88 -3.98 -2.90 1.97 12.49 -2.10 -3.09 6 -0.77 -0.68 0.92 1.06 -3.09 -2.23 0.78 10.08 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.71 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8.45 0.03 RSup 0.05 0.00 1 LSup -0.30 4.24 0.07 RSup -0.35 8.45 0.04 LSup 0.08 0.01 2 RLap 0.64 3.02 0.21 RLap -2.26 7.13 0.32 RLap 0.38 -0.01 3 RLap 0.86 3.02 0.29 RLap, -2.91 7.13 0.41 RLap 0.50 0.30 4 LLap -0.83 3.02 0.27 LLap -2.96 7.13 0.41 LLap 0.50 0.17 5 LLap -0.86 3.02 0.29 LLap -2.90 7.13 0.41 LLap 0.50 0.30 6 RLap, 0.92 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap -1.20 11.72 0.10 MidS 5.37 9.06- 0.-5.9-- LLap_0-.3.4 1-.-00 _ RExt LSup -0.09 11.72 0.01 LSup -0.04 12.95 0.00 LSup 0.00 -0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.09 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.65 2.65 2.11 0.31 3 0.65 2.65 2.11 0.31 0.84 2.65 2.11 0.40 4 0.84 2.65 2.11 0.40 0.84 2.65 2.11 0.40 5 0.84 2.65 2.11 0.40 0.61 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 LOAD ID 9 : 0.6Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 0.12 -0.10 -0.16 0.08 -0.14 3.69 0.02 0.27 2 ' 0.16 0.10 -0.26 -0.30 0.27 0.01 -0.16 5.23 0.93 1.26 3 0.36 0.32 -0.35 -0.39 1.26 0.86 -0.81 11.50 1.19 1.64 4 0.38 0.34 -0.34 -0.38 1.64 1.21 -0.62 12.01 1.21 1.63 5 0.39 0.35 -0.32 -0.36 1.63 1.19 -0.81 12.48 0.87 1.27 6 0.32 0.28 -0.38 -0.44 1.27 0.92 -0.32 10.09 1.92 2.71 7 0.55 0.49 -0.37 2.71 1.69 -2.18 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) A-3 4 1 10/2/2022 Roo fDes2.out Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.00 1 LSup 0.12 4.24 0.03 RSup 0.14 8.45 0.02 RSup 0.03 0.00 2 RLap -0.26 3.02 0.09 RLap 0.93 7.13 0.13 RLap 0.16 0.01 3 RLap -0.35 3.02 0.12 RLap 1.19 7.13 0.17 RLap 0.20 -0.12 4 LLap 0.34 3.02 0.11 LLap 1.21 7.13 0.17 LLap 0.20 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.19 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.38 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.04 2.65 2.36 0.02 2 0.03 2.65 2.11 0.02 0.27 2.65 2.11 0.13 3 0.27 2.65 2.11 0.13 0.34 2.65 2.11 0.16 -----4- 0.34 2.65 2.11 0.16 0.34 2.65 2.11_0.16_ 5 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 -0.48 0.39 0.63 -0.34 0.54 3.80 -0.07 -1.07 2 -0.64 -0.41 1.03 1.17 -1.07 -0.05 0.62 5.23 -3.65 -4.96 3 -1.42 -1.27 1.39 1.54 -4.96 -3.36 3.19 11.50 -4.69 -6.44 4 -1.48 -1.33 1.33 1.48 -6.44 -4.77 2.44 12.00 -4.76 -6.42 5 -1.54 -1.39 1.27 1.42 -6.42 -4.68 3.18 12.48 -3.39 -4.99 6 -1.24 -1.10 1.48 1.71 -4.99 -3.60 1.27 10.08 -7.58 -10.67 7 -2.18 -1.94 1.51 -10.67 -6.68 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 -0.01 1 LSup -0.48 4.24 0.11 MidS 0.54 8.13 0.07 LSup 0.12 0.01 2 RLap 1.03 3.02 0.34 RLap -3.65 7.13 0.51 RLap 0.61 -0.02 3 RLap 1.39 3.02 0.46 RLap -4.69 7.13 0.66 RLap 0.80 0.48 4 LLap -1.33 3.02 0.44 LLap -4.77 7.13 0.67 LLap 0.80 0.28 5 LLap -1.39 3.02 0.46 LLap -4.68 7.13 0.66 LLap 0.80 0.48 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06 0.95 LLap 0.54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 A-342 10A1/2021 RD0 fAPS1.0V± LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.15 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 1.04 2.65 2.11 0.49 3 1.04 2.65 2.11 0.49 1.35 2.65 2.11 0.64 4 1.35 2.65 2.11 0.64 1.35 2.65 2.11 0.64 5 1.35 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio LExt 0.00 0.00 1 4.39 -0.01 0.70 0.01 2 7.38 0.01 1.18 0.01 3 12.00 -0.26 1.92 0.14 4 12.00 -0.15 1.92 0.08 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.07 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.01 2 7.38 0.01 1.18 0.01 3 12.00 -0.19 1.92 0.10 4 12.00 -0.11 1.92 0.06 5 12.00 -0.19 1.92 0.10 A-3 43 10/1/2021 Roo fDesz.out . 6 12.00 0.03 1.92 0.02 7 14.75 -0.62 2.36 0.26 RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- ^ Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 0.00 1.18 0.00 3 12.00 -0.08 1.92 0.04 4 12.00 -0.05 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 : Dead+0.3Wind Suctionl ---------------------------------------------------------------------- - - Bay- Offset Deflect(in) Id (£t) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.00 1 4.39 0.00 0.70 0.00 2 7.38 -0.01 1.18 0.00 3 12.00 0.14 1.92 0.07 4 12.00 0.08 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A In-Plane Roof Force 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Win (k) = Design load in the plane of the purlin web Wout(k) = Design load in the plane of the purlin flange P1 (k) = Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Line Load --Roof-Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 1 4.97 0.41 -0.05 2 2 1 10.85 0.90 0.00 2 3 1 17.86 1.49 0.13 2 4 1 22.12 1.84 0.21 2 5 1 22.12 1.84 0.21 2 6 1 22.12 1.84 0.11 2 7 1 24.66 2.05 -0.23 2 8 1 14.52 1.21 -0.27 3 1 1 4.97 -0.41 -0.05 3 2 1 10.85 -0.90 0.00 3 3 1 17.86 -1.49 0.13 3 4 1 22.12 -1.84 0.21 3 5 1 22.12 -1.84 0.21 A-344 20/1/2021 R00 fDPS1.Dut 3 6 1 22.12 -1.84 0.11 3 7 1 24.66 -2.05 -0.23 3 8 1 14.52 -1.21 -0.27 STANDARD CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 3 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 1 Gusset clip @952 0.220 -0.27 0.97 0.28 3 RF 1 Gusset clip 0952 0.220 -0.27 0.97 0.28 PURLIN ANTI ROLL LOCATION: Surf Line No. Id Id Purlin Purlin Location - ---- ---- ------ -------------- ---------- 2 RF 1 11 3 RF 1 2 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 RF 7.2 90.0 0.00 0.00 3 RF 7.2 90.0 0.00 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Panel Design 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL LAYOUT: Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 3 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 PANEL STRENGTH: --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 '5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3 0.15 A-345 10/1/2021 RD0 fDeSl.Out 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 2 Center 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 17.5 -37.9 111.7 0.34 0.8 20.7 138.3 0.1.5 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 2.0 -18.5 111.7 0.17 0.8 10.9 138.3 0.08 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 17.5 -27.9 111.7 0.25 0.8 15.3 138.3 0.11 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 17.5 -38.8 111.7 0.35 0.8 21.0 138.3 0.15 2 Right 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3 0.15 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 3 Left 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 3 Center 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 15.6 -37.9 111.7 0.34 32.3 20.7 138.3 0.15 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 31.1 -18.5 111.7 0.17 32.3 10.9 138.3 0.08 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 15.6 -27.9 111.7 0.25 32.3 15.3 138.3 0.11 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 15.6 -38.8 111.7 0.35 32.3 21.0 138.3 0.15 3 Right 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 PANEL DEFLECTION: Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- A-346 20/2/2022 tzoO fDC52.Dut 2 Left 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 2 Center 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.03 2 Right 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 ---- -------- ---- ------ ----- ----- ----- 3 Left 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 3 Center 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.03 3 Right 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 LOAD COMBINATION: Load - --- Id Description ---- ----------- 1 Dead+Live 2 Dead 3 Dead+0.6Wind_Pressurel 4 Dead+0.6Wind_Suctionl 5 Dead+0.75Live+0.45Wind_Pressurel 6 Dead+0.75Live+0.45Wind_Suctionl 7 Dead+0.45Wind_Pressurel 8 Dead+0.45Wind_Suctionl 9 0.6Dead+0.6Wind_Pressurel 10 0.6Dead+0.6Wind_Suctionl 11 Live 12 Wind_Pressurel 13 Wind_Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Attachment Loads 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF LOADS EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Walll Wa112 Roof React Walll Wa112 Roof React -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 0.00 9.77 0.96 0.00 11.94 0.008 0.002 0.16 0.55 1 16.50 0.00 0.92 0.00 0.00 0.000 0.004 0.25 0.00 1 33.00 0.00 0.50 0.00 0.00 0.000 0.002 0.25 0.00 1 49.50 0.00 1.10 0.00 0.00 0.000 0.005 0.25 0.00 1 66.00 9.77 0.87 0.00 11.94 0.008 0.002 0.16 0.55 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 3.37 2.18 0.00 11.94 0.002 0.008 0.16 0.55 3 16.50 4.84 0.00 0.00 0.00 0.004 0.000 0.25 0.00 3 33.00 2.62 0.00 0.00 0.00 0.002 0.000 0.25 0.00 3 49.50 5.80 0.00 0.00 0.00 0.005 0.000 0.25 0.00 3 66.00 2.90 2.18 0.00 11.94 0.002 0.008 0.16 0.55 A-347 10/1/2021 ROO fAPS1.Dut ROOF SHEAR EW Attach-Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 16.50 1.21 0.38 1 16.50 33.00 0.29 0.13 1 33.00 49.50 -0.20 -0.13 1 49.50 66.00 -1.30 -0.38 -- ------ ------ ------- ---------- 3 0.00 16.50 6.39 0.38 3 16.50 33.00 1.55 0.13 3 33.00 49.50 -1.07 -0.13 3 49.50 66.00 -6.87 -0.38 (a)Seismic results based on base shear values LOAD COMBINATIONS ----------------- Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD ------------ Seismic Coeff= 0.010 Roof Dead= 10.000 Roof Total= 10.000 Left EW Dead= 2.500 Front SW Dead= 2.500 Right EW Dead= 2.500 Back SW Dead= 2.500 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Diagonal Bracing 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR: Limit = 0.0 Calc Wind = 27.1 Seismic = 4.4 DIAGONAL BRACING: Brace_Tension(k) Bay Brace-Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 0.00 16.50 R 0.625 RD05- 2.88 7.34 0.20 7.34 0.39 16.50 33.00 R 0.625 RD05- 0.70 7.34 0.07 7.34 0.10 33.00 49.50 R 0.625 RD05- 0.48 7.34 0.07 7.34 0.07 49.50 66.00 R 0.625 RD05- 3.10 7.34 0.20 7.34 0.42 4 0.00 16.50 R 0.625 RD05- 2.33 7.34 0.16 7.34 0.32 16.50 33.00 R 0.625 RD05- 0.56 7.34 0.05 7.34 0.08 33.00 49.50 R 0.625 RD05- 0.39 7.34 0.05 7.34 0.05 49.50 66.00 R 0.625 RD05- 2.50 7.34 0.16 7.34 0.34 A-348 10/1/2021 RDD fAPS1.Dut , -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Sidewall Diagonal Bracing 10/ 1/21 12:36pm -------------------------------------------------------------------------------- PANEL SHEAR: Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 152.3 47.1 6.4 90.0 4 152.3 47.1 6.4 90.0 LOAD COMBINATIONS: l(Wind) - Dead+0.6Wind_Longl 9(Seismic) - Dead+Collateral+0.7Seismic_Long -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Wind Bents 10/ 1/21 12:36pm -------------------------------------------------------------------------------- DESIGN CONSTANTS: Bolt Shear Stress A325 = 27.00 (ksi) - Bolt Tension Stress A325 = 45.00 (ksi) DESIGN FOR WIND BENT #: 1 ------------------------- LOCATION: Wall Bay Base Top --Design_Load- Deflect-Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic ---- ---- ----- ------ ----- ----- ----- ------- ----- ------- 2 1 9.33 16.71 0.00 1.29 7.17 0.39 60.0 40.0 MEMBER SELECTED: -Web_Depth- Web --Flange--- Member Type Part Start End Thick Width Thick Length Weight Yield ------ ---- -------- ----- ----- ----- ----- ----- ------ ------ ----- Column W W1113631 11.0 11.0 0.13 6.0 0.31 16.7 626.1 55.0 Rafter W W2416519 24.0 24.0 0.16 5.0 0.19 7.4 177.9 55.0 STRENGTH: --Axial(k)--- Moment(f-k) Axl+Mom Member Load Calc Limit Calc Limit UC ------ ---- ----- ----- ----- ----- ------- Column Wind 12.05 51.70 52.58 58.62 1.03 Seis 0.65 51.70 2.84 58.62 0.05 Rafter Wind 3.58 46.76 44.55 80.72 0.59 Seis 0.19 46.76 2.40 80.72 0.03 DEFLECTION & REACTIONS: Deflection(in) Reactions(k) Member Load Calc Limit Horz Vert ------ ---- ----- ----- ----- ----- Column Wind 0.66 3.14 3.58 12.05 Seis 0.17 4.71 0.19 0.65 A-3 49 10/1/2021 RD0 fpeSz.0Vt UNBRACED LENGTH: ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb ------ ---- ------ ------ ----- ---- ---- Column 1.50 25.06 14.67 14.67 119 1.67 Rafter 1.00 7.40 7.40 7.40 108 2.27 CONNECTIONS: -Plate_Size- ------------Bolts----------- ----Moment----- Req Req Plate Type Thick Width Type Row Dia Gage Space Wind Seismic Dia Thick ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- ----- ----- Splice EE 0.375 6.00 A325 4 0.750 3.00 4.00 44.55 2.40 0.458 0.308 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors------ Shear Thick Limit Thick Limit H Av Kv Cv Note ----- ----- ----- ----- ----- ----- ----- ----- ----- ---------- 22.1 0.134 21.1 0.164 33.2 11.00 24.00 6.05 0.93 AISC G2-1 STIFFENERS: Stiff Design -Plate_Size- --Wind(k)--- --Seis(k)--- Max Location Length Width Thick Calc Limit Calc Limit UC ---------- ------ ----- ----- ----- ----- ----- ----- ---- Bearing 11.00 2.50 0.25 17.56 40.67 0.95 40.67 0.43 DESIGN FOR WIND BENT #: 2 ------------------------- LOCATION: Wall Bay Base Top --Design_Load- Deflect_Limit Id Id Width Height Elev Clear Wind Seismic Wind Seismic ---- ---- ----- ------ ----- ----- ----- ------- ----- ------- 4 4 24.00 16.71 0.00 1.29 7.17 0.39 60.0 40.0 MEMBER SELECTED: -Web_Depth- Web --Flange--- Member Type Part Start End Thick Width Thick Length Weight Yield ------ ---- -------- ----- ----- ----- ----- ----- ------ ------ ----- Column W W1913625 19.0 19.0 0.13 6.0 0.25 16.7 656.6 55.0 Rafter W W1413631 14.0 14.0 0.13 6.0 0.31 20.8 423.5 55.0 STRENGTH: --Axial(k)--- Moment(f-k) Axl+Mom Member Load Calc Limit Calc Limit UC ------ ---- ----- ----- ----- ----- ------- Column Wind 4.81 31.86 55.49 58.01 1.03 Seis 0.26 31.86 3.00 58.01 0.06 Rafter Wind 3.58 26.22 49.86 51.50 1.03 Seis 0.19 26.22 2.69 51.50 0.06 DEFLECTION & REACTIONS: Deflection(in) Reactions(k) Member Load Calc Limit Horz Vert ------ ---- ----- ----- ----- ----- A-350 10A1/2021 R oo f DPsl.oi ct Column Wind 0.55 3.22 3.58 4.81 Seis 0.14 4.83 0.19 0.26 UNBRACED LENGTH: ---Major--- ----Minor---- Max Member K KL Moment Axial KL/r Cb ------ ---- ------ ------ ----- ---- ---- Column 1.50 25.06 15.49 15.49 146 1.67 Rafter 1.00 20.75 20.75 20.75 176 2.27 CONNECTIONS: -Plate_Size- ------------Bolts----------- ----Moment----- Req Req Plate Type Thick Width Type Row Dia Gage Space Wind Seismic Dia Thick ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- ----- ----- Splice EE 0.500 6.00 A325 4 0.750 3.00 4.00 49.86 2.69 0.592 0.428 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors------ Shear Thick Limit Thick Limit H Av Kv Cv Note ----- ----- ----- ----- ----- ----- ----- ----- ----- ---------- 41.8 0.134 28.6 0.164 50.9 19.00 14700---14-721 0.82-AISC-G2---1 _ STIFFENERS: Stiff Design -Plate_Size- --Wind(k)--- --Seis(k)--- Max Location Length Width Thick Calc Limit Calc Limit UC ---------- ------ ----- ----- ----- ----- ----- ----- ---- Bearing 19.00 2.50 0.38 49.03 60.28 2.65 60.28 0.81 LOAD COMBINATIONS: 1(Wind) - Dead+0.6Wind Longl 9(Seismic) - Dead+Collateral+0.7Seismic Long -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Bracing Deflection 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF ATTACHMENT DEFLECTION: Span/Deflect Wall Attach Deflection(in) ----Wind--- --Seismic-- Id Locate Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 1 0.0 0.55 0.14 393 60 1530 40 1 16.5 0.67 0.15 344 60 1588 40 1 33.0 0.71 0.15 353 60 1681 40 1 49.5 0.68 0.15 339 60 1588 40 1 66.0 0.66 0.17 325 60 1265 40 WALL DEFLECTION AT EAVE: Span/Deflect Wall Wall Deflection(in) ----Wind--- --Seismic-- Id Height Wind Seismic Calc Limit Calc Limit ---- ------ ----- ------- ----- ----- ----- ----- 2 18.0 0.66 0.17 325 60 1265 40 4 18.0 0.55 0.14 393 60 1530 40 A-351 io/7J2021 Roo fDesz.out -------------------------------------------------------------------------------- K2180744A Purlin Strut, Longitudinal Load 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Surf Brace Purl Bay Purlin Load ----Axial(k)---- --Moment(£-k)--- Axl+Mom Max Id Locate Id Id Part Id Calc Limit UC Calc Limit UC Loc UC KL/R ---- ------ ---- --- -------- ---- ----- ----- ---- ----- ----- ---- ---- ---- ---- 2 14.6 6 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 ( 16.5) 2 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 6 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.00 19.71 0.00 0.3 8.45 0.04 RSup 0.04 28 11 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.00 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 2 14.6 6 2 95ZO67 1 0.03 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 16.5) 2 0.64 15.51 0.04 -1.5 7.13 0.21 RLap 0.25 48 3 0.02 15.51 0.00- 0-.-6 7-.-13-0-.09-RLap-0-.0948 4 0.48 15.51 0.03 0.6 7.13 0.09 RLap 0.12 48 5 0.02 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.48 15.51 0.03 -0.6 7.13 0.09 RLap 0.12 48 - 7 0.03 15.51 0.00 -1.6 7.13 0.22 RLap 0.23 48 8 0.64 15.51 0.04 -1.6 7.13 0.22 RLap 0.27 48 9 0.04 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 10 0.03 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.03 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 2 14.6 6 3 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 16.5) 2 0.49 12.78 0.04 -1.9 7.13 0.27 RLap 0.31 78 3 -0.07 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.36 12.78 0.03 0.8 7.13 0.12 RLap 0.15 78 5 -0.07 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.36 12.78 0.03 -0.8 7.13 0.11 RLap 0.14 78 7 -0.09 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 0.49 12.78 0.04 -2.0 7.13 0.29 RLap 0.33 78 9 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.01 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.01 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 2 14.6 6 4 95ZO67 1 -0.06 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 ( 16.5) 2 1.13 12.78 0.09 -1.9 7.13 0.27 LLap 0.36 78 3 -0.05 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 4 0.84 12.78 0.07 0.8 7.13 0.12 LLap 0.19 78 5 -0.05 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.84 12.78 0.07 -0.8 7.13 0.11 LLap 0.18 78 7 -0.06 36.96 0.00 -2.0 7.13 0.29 LLap 0.29 78 8 1.13 12.78 0.09 -2.0 7.13 0.29 LLap 0.38 78 9 0.06 12.78 0.00 0.9 7.13 0.13 LLap 0.13 78 10 0.04 12.78 0.00 2.5 7.13 0.36 LLap 0.37 78 11 0.04 12.78 0.00 0.9 7.13 0.13 LLap 0.13 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 2 14.6 6 5 95ZO67 1 -0.18 36.96 0.00 -1.9 7.13 0.27 LLap 0.26 78 ( 16.5) 2 0.97 12.78 0.08 -1.9 7.13 0.27 LLap 0.35 78 3 -0.14 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 A-3 52 10/1/2021 Roo fAes2.out 4 0.73 12.78 0.06 0.8 7.13 0.12 LLap 0.18 78 5 -0.14 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.73 12.78 0.06 -0.8 7.13 0.11 LLap 0.17 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 LLap 0.28 78 8 0.97 12.78 0.08 -2.0 7.13 0.29 LLap 0.36 78 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.03 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 2 14.6 6 6 95ZO75 1 -0.18 41.38 0.00 -3.0 8.45 0.37 RLap 0.36 78 ( 16.5) 2 0.97 15.61 0.06 -3.0 8.45 0.37 RLap 0.43 78 3 -0.14 41.38 0.00 1.3 8.24 0.17 RLap 0.16 78 4 0.73 15.61 0.05 1.3 8.24 0.17 RLap 0.21 78 5 -0.14 41.38 0.00 -1.2 8.45 0.15 RLap 0.15 78 6 0.73 15.61 0.05 -1.2 8.45 0.15 RLap 0.20 78 7 -0.18 41.38 0.00 -3.3 8.45 0.39 RLap 0.39 78 8 0.97 15.61 0.06 -3.3 8.45 0.39 RLap 0.45 78 9 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 10 0.02 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.02 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 2 14.6 6 7 95Z105 1 -0.18 57.92--0.00 -3.5-9.06-0.39-Mids-0.38-96 ( 16.5) 2 0.97 20.80 0.05 3.5 9.06 0.39 MidS 0.43 96 3 -0.14 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 0.73 20.80 0.04 -1.5 12.95 0.12 Mids 0.15 96 5 -0.14 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 0.73 20.80 0.04 1.4 9.06 0.16 Mids 0.20 96 7 -0.18 57.92 0.00 3.7 9.06 0.41 MidS 0.41 96 8 0.97 20.80 0.05 3.7 9.06 0.41 MidS 0.46 96 9 0.01 20.80 0.00 -1.6 12.95 0.13 Mids 0.13 96 10 0.01 20.80 0.00 -4.6 12.95 0.36 Mids 0.36 96 11 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.01 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 2 17.5 7 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 26 ( 16.5) 2 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 6 0.00 19.71 0,00 -0.1 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.01 19.71 0.00 0.3 8.45 0.04 RSup 0.04 28 11 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.01 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 2 17.5 7 2 95ZO67 1 0.06 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 16.5) 2 1.28 15.51 0.08 -1.5 7.13 0.21 RLap 0.29 48 3 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.10 48 4 0.96 15.51 0.06 0.6 7.13 0.09 RLap 0.15 48 5 0.04 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.96 15.51 0.06 -0.6 7.13 0.09 RLap 0.15 48 7 0.06 15.51 0.00 -1.6 7.13 0.22 RLap 0.23 48 8 1.28 15.51 0.08 -1.6 7.13 0.22 RLap 0.31 48 9 0.08 15.51 0.01 0.6 7.13 0.10 RLap 0.10 48 10 0.06 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.06 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.08 15.51 0.01 0.1 7.13 0.02 RLap 0.03 48 2 17.5 7 3 95Z067 1 -0.18 36.96 0.00 -1.9 7.13 0.27 RLap 0.26 78 A-3 5 3 io/1/2021 Tz.00 fpesi.out ( 16.5) 2 0.97 12.78 0.08 -1.9 7.13 0.27 RLap 0.35 78 3 -0.14 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.73 12.78 0.06 0.8 7.13 0.12 RLap 0.18 78 5 -0.14 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.73 12.78 0.06 -0.8 7.13 0.11 RLap 0.17 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 RLap 0.28 78 8 0.97 12.78 0.08 -2.0 7.13 0.29 RLap 0.36 78 9 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.03 12.78 0.00 2.5 71.13 0.36 RLap 0.36 78 11 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.04 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 2 17.5 7 4 95ZO67 1 -0.12 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 ( 16.5) 2 2.25 12.78 0.18 -1.9 7.13 0.27 LLap 0.45 78 3 -0.09 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 4 1.68 12.78 0.13 0.8 7.13 0.12 LLap 0.25 78 5 -0.09 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 1.68 12.78 0.13 -0.8 7.13 0.11 LLap 0.25 78 7 -0.12 36.96 0.00 -2.0 7.13 0.29 LLap 0.29 78 8 2.25 12.78 0.18 -2.0 7.13 0.29 LLap 0.47 78 9 0.11 12.78 0.01 0.9 7.13 0.13 LLap 0.13 78 10 0.08 12.78 0.01 2.5 7.13 0.36 LLap 0.37 78 11 0.08 12.78 0:01 0.9 7.I3-0-13-L-L-ap-0-13 78 12 0.11 12.78 0.01 0.2 7.13 0.03 LLap 0.04 78 2 17.5 7 5 95ZO67 1 -0.37 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 ( 16.5) 2 1.94 12.78 0.15 -1.9 7.13 0.27 LLap 0.42 78 3 -0.28 36.96 0.01 0.8 7.13 0.12 LLap 0.11 78 4 1.45 12.78 0.11 0.8 7.13 0.12 LLap 0.23 78 5 -0.28 36.96 0.01 -0.8 7.13 0.11 LLap 0.11 78 6 1.45 12.78 0.11 -0.8 7.13 0.11 LLap 0.23 78 7 -0.37 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 78 8 1.94 12.78 0.15 -2.0 7.13 0.29 LLap 0.44 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.05 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 2 17.5 7 6 95ZO75 1 -0.37 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 ( 16.5) 2 1.94 15.61 0.12 -3.0 8.45 0.37 RLap 0.49 78 3 -0.28 41.38 0.01 1.3 8.24 0.17 RLap 0.16 78 4 1.45 15.61 0.09 1.3 8.24 0.17 RLap 0.26 78 5 -0.28 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 78 6 1.45 15.61 0.09 -1.2 8.45 0.15 RLap 0.25 78 7 -0.37 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 78 8 1.94 15.61 0.12 -3.3 .8.45 0.39 RLap 0.51 78 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 78 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.04 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 2 17.5 7 7 95Z105 1 -0.37 57.92 0.01 3.5 9.06 0.39 MidS 0.38 96 ( 16.5) 2 1.94 20.80 0.09 3.5 9.06 0.39 MidS 0.48 96 3 -0.28 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 1.45 20.80 0.07 -1.5 12.95 0.12 MidS 0.19 96 5 -0.28 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 1.45 20.80 0.07 1.4 9.06 0.16 MidS 0.23 96 7 -0.37 57.92 0.01 3.7 9.06 0.41 MidS 0.41 96 8 1.94 20.80 0.09 3.7 9.06 0.41 MidS 0.51 96 9 0.03 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 A-3 54 10/1/2021 RAD fAPS2.Dut 12 0.03 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 2 33.0 12 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 2 0.00 41.38 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 41.38 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.0 8.45 0.01 RSup 0.01 28 6 0.00 41.38 0.00 -0.0 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 41.38 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.00 19.71 0.00 0.2 8.45 0.03 RSup 0.03 28 11 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.01 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 2 33.0 12 2 95ZO67 1 0.00 15.51 0.00 -1.4 7.13 0.20 RLap 0.20 48 2 0.39 15.51 0.03 -1.4 7.13 0.20 RLap 0.22 48 3 0.00 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.30 15.51 0.02 0.6 7.13 0.09 RLap 0.11 48 5 0.00 15.51 0.00 -0.5 7.13 0.08 RLap 0.08 48 6 0.30 15.51 0.02 -0.5 7.13 0.08 RLap 0.10 48 7 0.00 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 8 0.39 15.51 0.03 -1.5 7.13 0.21 RLap 0.24 48 9 0.04 15.51 0-.-00- ---0.6-7.3 3-0.09-RLap 0.09-4 8 - 10 0.03 15.51 0.00 1.8 7.13 0.26 RLap 0.26 48 11 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 2 33.0 12 3 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.25 RLap 0.25 78 2 0.39 12.78 0.03 -1.8 7.13 0.25 RLap 0.29 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 4 0.30 12.78 0.02 0.8 7.13 0.11 RLap 0.14 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.11 78 6 0.30 12.78 0.02 -0.7 7.13 0.11 RLap 0.13 78 7 -0.07 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 8 0.39 12.78 0.03 -1.9 7.13 0.27 RLap 0.30 78 9 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.02 12.78 0.00 2.4 7.13 0.34 RLap 0.34 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 12 0.03 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 2 33.0 12 4 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.26 LLap 0.26 78 2 0.79 12.78 0.06 -1.8 7.13 0.26 LLap 0.32 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 LLap 0.11 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.07 36.96 0.00 -1.9 7.13 0.28 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.28 LLap 0.34 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 10 0.04 12.78 0.00 2.4 7.13 0.34 LLap 0.35 78 11 0.04 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.06 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 2 33.0 12 5 95ZO67 1 -0.15 36.96 0.00 -1.8 7.13 0.25 LLap 0.25 78 2 0.79 12.78 0.06 -1.8 7.13 0.25 LLap 0.32 78 3 -0.11 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.11 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.15 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.27 LLap 0.33 78 9 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 A-3 5 5 10/1/2021 Roo fpess.out 10 0.03 12.78 0.00 2.3 7.13 0.34 LLap 0.34 78 11 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.05 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 2 33.0 12 6 95ZO75 1 -0.15 41.38 0.00 -2.9 8.45 0.34 RLap 0.34 78 2 0.79 15.61 0.05 -2.9 8.45 0.34 RLap 0.40 78 3 -0.11 41.38 0.00 1.2 8.24 0.16 RLap 0.15 78 4 0.59 15.61 0.04 1.2 8.24 0.16 RLap 0.19 78 5 -0.11 41.38 0.00 -1.2 8.45 0.14 RLap 0.14 78 6 0.59 15.61 0.04 -1.2 8.45 0.14 RLap 0.18 78 7 -0.15 41.38 0.00 -3.1 8.45 0.37 RLap 0.37 78 8 0.79 15.61 0.05 -3.1 8.45 0.37 RLap 0.42 78 9 0.03 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 10 0.02 15.61 0.00 3.8 8.24 0.47 RLap 0.47 78 11 0.02 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 12 0.03 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 2 33.0 12 7 95Z105 1 -0.15 57.92 0.00 3.3 9.06 0.37 MidS 0.36 96 2 0.79 20.80 0.04 3.3 9.06 0.37 MidS 0.40 96 3 -0.11 57.92 0.00 -1.4 12.95 0.11 MidS 0.11 96 4 0.59 20.80 0.03 -1.4 12.95 0.11 MidS 0.14 96 5 -0.11 57.92 0.00 1.3 9.06 0.15 MidS 0.15 96 6 0.59 20.80 0.03 1.3 9.06 0.15 MidS 0.18 96 7 -0.15 57.92 0.-00---3..5-9.06-0-39-MidS-0-39-96 8 0.79 20.80 0.04 3.5 9.06 0.39 MidS 0.43 96 9 0.02 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 10 0.01 20.80 0.00 -4.3 12.95 0.34 MidS 0.34 96 11 0.01 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 12 0.02 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 Surf Brace Purl Bay Purlin Load ----Axial(k)---- --Moment(f-k)--- Axl+Mom Max Id Locate Id Id Part Id Calc Limit UC Calc Limit UC Loc UC KL/R ---- ------ ---- --- -------- ---- ----- ----- ---- ----- ----- ---- ---- ---- ---- 3 33.0 1 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 2 0.00 41.38 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 41.38 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.0 8.45 0.01 RSup 0.01 28 6 0.00 41.38 0.00 -0.0 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 41.38 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.00 19.71 0.00 0.2 8.45 0.03 RSup 0.03 28 11 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.01 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 3 33.0 1 2 95ZO67 1 0.00 15.51 0.00 -1.4 7.13 0.20 RLap 0.20 48 2 0.39 15.51 0.03 -1.4 7.13 0.20 RLap 0.22 48 3 0.00 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.30 15.51 0.02 0.6 7.13 0.09 RLap 0.11 48 5 0.00 15.51 0.00 -0.5 7.13 0.08 RLap 0.08 48 6 0.30 15.51 0.02 -0.5 7.13 0.08 RLap 0.10 48 7 0.00 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 8 0.39 15.51 0.03 -1.5 7.13 0.21 RLap 0.24 48 9 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 10 0.03 15.51 0.00 1.8 7.13 0.26 RLap 0.26 48 11 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 3 33.0 1 3 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.25 RLap 0.25 78 2 0.39 12.78 0.03 -1.8 7.13 0.25 RLap 0.29 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 78 A-3 5 6 20/2/2021 RDD fDC52.Dut 4 0.30 12.78 0.02 0.8 7.13 0.11 RLap 0.14 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.11 78 6 0.30 12.78 0.02 -0.7 7.13 0.11 RLap 0.13 78 7 -0.07 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 8 0.39 12.78 0.03 -1.9 7.13 0.27 RLap 0.30 78 9 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 10 0.02 12.78 0.00 2.4 7.13 0.34 RLap 0.34 78 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 12 0.03 12.78 0.00 0.1 7.13 0.03 RLap 0.03 78 3 33.0 1 4 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.26 LLap 0.26 78 2 0.79 12.78 0.06 -1.8 7.13 0.26 LLap 0.32 78 3 -0.06 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.06 36.96 0.00 -0.7 7.13 0.11 LLap 0.11 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.07 36.96 0.00 -1.9 7.13 0.28 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.28 LLap 0.34 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 10 0.04 12.78 0.00 2.4 7.13 0.34 LLap 0.35 78 11 0.04 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.06 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 3 33.0 1 5 95ZO67 1 -0.15 36.96 0.00 -=1-8-7-T3-0 25-LLap 0-25 78 2 0.79 12.78 0.06 -1.8 7.13 0.25 LLap 0.32 78 3 -0.11 36.96 0.00 0.8 7.13 0.11 LLap 0.11 78 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 78 5 -0.11 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 78 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 78 7 -0.15 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 8 0.79 12.78 0.06 -1.9 7.13 0.27 LLap 0.33 78 9 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 10 0.03 12.78 0.00 2.3 7.13 0.34 LLap 0.34 78 11 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 78 12 0.05 12.78 0.00 0.1 7.13 0.03 LLap 0.03 78 3 33.0 1 6 95ZO75 1 -0.15 41.38 0.00 -2.9 8.45 0.34 RLap 0.34 78 2 0.79 15.61 0.05 -2.9 8.45 0.34 RLap 0.40 78 3 -0.11 41.38 0.00 1.2 8.24 0.16 RLap 0.15 78 4 0.59 15.61 0.04 1.2 8.24 0.16 RLap 0.19 78 5 -0.11 41.38 0.00 -1.2 8.45 0.14 RLap 0.14 78 6 0.59 15.61 0.04 -1.2 8.45 0.14 RLap 0.18 78 7 -0.15 41.38 0.00 -3.1 8.45 0.37 RLap 0.37 78 8 0.79 15.61 0.05 -3.1 8.45 0.37 RLap 0.42 78 9 0.03 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 10 0.02 15.61 0.00 3.8 8.24 0.47 RLap 0.47 78 11 0.02 15.61 0.00 1.3 8.24 0.16 RLap 0.16 78 12 0.03 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 33.0 1 7 95Z105 1 -0.15 57.92 0.00 3.3 9.06 0.37 MidS 0.36 96 2 0.79 20.80 0.04 3.3 9.06 0.37 MidS 0.40 96 3 -0.11 57.92 0.00 -1.4 12.95 0.11 MidS 0.11 96 4 0.59 20.80 0.03 -1.4 12.95 0.11 MidS 0.14 96 5 -0.11 57.92 0.00 1.3 9.06 0.15 MidS 0.15 96 6 0.59 20.80 0.03 1.3 9.06 0.15 MidS 0.18 96 7 -0.15 57.92 0.00 3.5 9.06 0.39 MidS 0.39 96 8 0.79 20.80 0.04 3.5 9.06 0.39 MidS 0.43 96 9 0.02 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 10 0.01 20.80 0.00 -4.3 12.95 0.34 MidS 0.34 96 11 0.01 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 96 12 0.02 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 3 48.5 6 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 A-3 5 7 20/i/2021 RAD fDPS2.Dut ( 49.5) 2 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 6 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.01 19.71 0.00 0.3 8.45 0.04 RSup 0.04 28 11 0.01 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.01 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 3 48.5 6 2 95ZO67 1 0.04 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 49.5) 2 1.37 15.51 0.09 -1.5 7.13 0.21 RLap 0.30 48 3 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 1.03 15.51 0.07 0.6 7.13 0.09 RLap 0.16 48 5 0.03 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 1.03 15.51 0.07 -0.6 7.13 0.09 RLap 0.15 48 7 0.04 15.51 0.00 -1.6 7.13 0.22 RLap 0.23 48 8 1.37 15.51 0.09 -1.6 7.13 0.22 RLap 0.31 48 9 0.08 15.51 0.01 0.6 7.13 0.10 RLap 0.10 48 10 0.06 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.06 15.51 0.-00-- 0-.6-7-.1-3-0-10-RLap-0-1-0-48 12 0.08 15.51 0.01 0.1 7.13 0.02 RLap 0.03 48 3 48.5 6 3 95ZO67 1 -0.22 36.96 0.01 -1.9 7.13 0.27 RLap 0.26 78 ( 49.5) 2 1.16 12.78 0.09 -1.9 7.13 0.27 RLap 0.36 78 3 -0.16 36.96 0.00 0.8 7.13 0.12 RLap 0.11 78 4 0.87 12.78 0.07 0.8 7.13 0.12 RLap 0.19 78 5 -0.16 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.87 12.78 0.07 -0.8 7.13 0.11 RLap 0.18 78 7 -0.22 36.96 0.01 -2.0 7.13 0.29 RLap 0.28 78 8 1.16 12.78 0.09 -2.0 7.13 0.29 RLap 0.38 78 9 0.04 12:78 0.00 0.8 7.13 0.12 RLap 0.13 78 10 0.03 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.04 12.78 0.00 0.2 7.13 0.03 RLap 0-.03 78 3 48.5 6 4 95ZO67 1 -0.18 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 ( 49.5) 2 2.53 12.78 0.20 -1.9 7.13 0.27 LLap 0.47 78 3 -0.13 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 4 1.90 12.78 0.15 0.8 7.13 0.12 LLap 0.27 78 5 -0.13 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 1.90 12.78 0.15 -0.8 7.13 0.11 LLap 0.26 78 7 -0.18 36.96 0.00 -2.0 7.13 0.29 LLap 0.29 78 8 2.53 12.78 0.20 -2.0 7.13 0.29 LLap 0.49 78 9 0.11 12.78 0.01 0.9 7.13 0.13 LLap 0.13 78 10 0.08 12.78 0.01 2.5 7.13 0.36 LLap 0.37 78 11 0.08 12.78 0.01 0.9 7.13 0.13 LLap 0.13 78 12 0.11 12.78 0.01 0.2 7.13 0.03 LLap 0.04 78 3 48.5 6 5 95ZO67 1 -0.44 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 ( 49.5) 2 2.32 12.78 0.18 -1.9 7.13 0.27 LLap 0.45 78 3 -0.33 36.96 0.01 0.8 7.13 0.12 LLap 0.11 78 4 1.74 12.78 0.14 0.8 7.13 0.12 LLap 0.25 78 5 -0.33 36.96 0.01 -0.8 7.13 0.11 LLap 0.10 78 6 1.74 12.78 0.14 -0.8 7.13 0.11 LLap 0.25 78 7 -0.44 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 78 8 2.32 12.78 0.18 -2.0 7.13 0.29 LLap 0.47 78 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.05 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 A-3 5 8 10/1/2021 RDO fAPS2.Dut 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 48.5 6 6 95ZO75 1 -0.44 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 ( 49.5) 2 2.32 15.61 0.15 -3.0 8.45 0.37 RLap 0.51 78 3 -0.33 41.38 0.01 1.3 8.24 0.17 RLap 0.16 78 _ 4 1.74 15.61 0.11 1.3 8.24 0.17 RLap 0.28 78 5 -0.33 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 78 6 1.74 15.61 0.11 -1.2 8.45 0.15 RLap 0.26 78 7 -0.44 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 78 8 2.32 15.61 0.15 -3.3 8.45 0.39 RLap 0.54 78 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 78 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.04 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 48.5 6 7 95Z105 1 -0.44 57.92 0.01 3.5 9.06 0.39 MidS 0.38 96 ( 49.5) 2 2.32 20.80 0.11 3.5 9.06 0.39 MidS 0.50 96 3 -0.33 57.92 0.01 -1.5 12.95 0.12 MidS 0.12 96 4 1.74 20.80 0.08 -1.5 12.95 0.12 MidS 0.20 96 5 -0.33 57.92 0.01 1.4 9.06 0.16 MidS 0.16 96 6 1.74 20.80 0.08 1.4 9.06 0.16 MidS 0.25 96 7 -0.44 57.92 0.01 3.7 9.06 0.41 MidS 0.41 96 8 2.32 20.80 0.11 3.7 9.06 0.41 MidS 0.53 96 9 0.03 20.80 0.00 -1-6-12-95-0.13-MidS-0-.1-3-9 6 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.03 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 3 51.4 7 1 95ZO75 1 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 ( 49.5) 2 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 3 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 4 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 5 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 6 0.00 19.71 0.00 -0.1 8.45 0.01 RSup 0.01 28 7 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 8 0.00 19.71 0.00 -0.2 8.45 0.03 RSup 0.03 28 9 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 10 0.00 19.71 0.00 0.3 8.45 0.04 RSup 0.04 28 11 0.00 19.71 0.00 0.1 8.45 0.01 RSup 0.01 28 12 0.00 19.71 0.00 0.0 8.45 0.00 RSup 0.00 28 3 51.4 7 2 95ZO67 1 0.02 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 48 ( 49.5) 2 0.69 15.51 0.04 -1.5 7.13 0.21 RLap 0.25 48 3 0.02 15.51 0.00 0.6 7.13 0.09 RLap 0.09 48 4 0.52 15.51 0.03 0.6 7.13 0.09 RLap 0.13 48 5 0.02 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 48 6 0.52 15.51 0.03 -0.6 7.13 0.09 RLap 0.12 48 7 0.02 15.51 0.00 -1.6 7.13 0.22 RLap 0.23 48 8 0.69 15.51 0.04 -1.6 7.13 0.22 RLap 0.27 48 9 0.04 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 10 0.03 15.51 0.00 1.9 7.13 0.28 RLap 0.28 48 11 0.03 15.51 0.00 0.6 7.13 0.10 RLap 0.10 48 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 48 3 51.4 7 3 95ZO67 1 -0.11 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 78 ( 49.5) 2 0.58 12.78 0.05 -1.9 7.13 0.27 RLap 0.32 78 3 -0.08 36.96 0.00 0.8 7.13 0.12 RLap 0.12 78 4 0.44 12.78 0.03 0.8 7.13 0.12 RLap 0.15 78 5 -0.08 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 78 6 0.44 12.78 0.03 -0.8 7.13 0.11 RLap 0.15 78 7 -0.11 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 78 8 0.58 12.78 0.05 -2.0 7.13 0.29 RLap 0.33 78 9 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 A-3 5 9 20/l/2021 R00 fDC52.Dut 10 0.01 12.78 0.00 2.5 7.13 0.36 RLap 0.36 78 11 0.01 12.78 0.00 0.8 7.13 0.12 RLap 0.13 78 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 78 3 51.4 7 4 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 78 ( 49.5) 2 1.27 12.78 0.10 -1.9 7.13 0.27 LLap 0.37 78 3 -0.07 36.96 0.00 0.8 7.13 0.12 LLap 0.12 78 4 0.95 12.78 0.07 0.8 7.13 0.12 LLap 0.20 78 5 -0.07 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.95 12.78 0.07 -0.8 7.13 0.11 LLap 0.19 78 7 -0.09 36.96 0.00 -2.0 7.13 0.29 LLap 0.29 78 8 1.27 12.78 0.10 -2.0 7.13 0.29 LLap 0.39 78 9 0.06 12.78 0.00 0.9 7.13 0.13 LLap 0.13 78 10 0.04 12.78 0.00 2.5 7.13 0.36 LLap 0.37 78 11 0.04 12.78 0.00 0.9 7.13 0.13 LLap 0.13 78 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 51.4 7 5 95ZO67 1 -0.22 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 78 ( 49.5) 2 1.16 12.78 0.09 -1.9 7.13 0.27 LLap 0.36 78 3 -0.17 36.96 0.00 0.8 7.13 0.12 LLap 0.11 78 4 0.87 12.78 0.07 0.8 7.13 0.12 LLap 0.19 78 5 -0.17 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 78 6 0.87 12.78 0.07 -0.8 7.13 0.11 LLap 0.18 78 7 -0.22 36.96 0.01 ---2.0 7.53 0-29 LLap 0-2878 - - ---- - - - -- 8 1.16 12.78 0.09 -2.0 7.13 0.29 LLap 0.38 78 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 10 0.02 12.78 0.00 2.5 7.13 0.36 LLap 0.36 78 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.13 78 12 0.03 12.78 0.00 0.2 7.13 0.03 LLap 0.03 78 3 51.4 7 6 95ZO75 1 -0.22 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 78 ( 49.5) 2 1.16 15.61 0.07 -3.0 8.45 0.37 RLap 0.44 78 3 -0.17 41.38 0.00 1.3 8.24 0.17 RLap 0.16 78 4 0.87 15.61 0.06 1.3 8.24 0.17 RLap 0.22 78 5 -0.17 41.38 0.00 -1.2 8.45 0.15 RLap 0.15 78 6 0.87 15.61 0.06 -1.2 8.45 0.15 RLap 0.21 78 7 -0.22 41.38 0.01 -3.3 8.45 0.39 RLap 0.39 78 8 1.16 15.61 0.07 -3.3 8.45 0.39 RLap 0.47 78 9 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 10 0.02 15.61 0.00 4.0 8.24 0.50 RLap 0.50 78 11 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 78 12 0.02 15.61 0.00 0.3 8.24 0.04 RLap 0.04 78 3 51.4 7 7 95Z105 1 -0.22 57.92 0.00 3.5 9.06 0.39 MidS 0.38 96 ( 49.5) 2 1.16 20.80 0.06 3.5 9.06 0.39 MidS 0.44 96 3 -0.17 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 96 4 0.87 20.80 0.04 -1.5 12.95 0.12 MidS 0.16 96 5 -0.17 57.92 0.00 1.4 9.06 0.16 MidS 0.16 96 6 0.87 20.80 0.04 1.4 9.06 0.16 MidS 0.20 96 7 -0.22 57.92 0.00 3.7 9.06 0.41 MidS 0.41 96 8 1.16 20.80 0.06 3.7 9.06 0.41 MidS 0.47 96 9 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 10 0.01 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 96 11 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 96 12 0.01 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 96 K2180744A Eave Strut, Longitudinal Load(Wall= 2) 10/ 1/21 12:36pm Bay -Axial_Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max A-3 60 10/1/2021 R00 fDeSi.Out Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- --- -------- ----- ---- ----- ----- ----- ----- ---- 2 1 95E075 11.00 1 0.00 0.00 22.11 0.00 0 2 2 95E075 14.75 2 5.86 0.37 21.18 0.28 0 2 3 95E075 24.00 2 3.80 0.23 21.18 0.18 0 2 4 95E075 24.00 2 3.80 0.21 21.18 0.18 0 2 5 95E075 24.00 2 1.74 0.06 21.18 0.08 0 2 6 95E075 24.00 2 1.74 0.04 21.18 0.08 0 2 7 95E075 18.75 2 1.74 0.02 21.18 0.08 0 2 8 95E075 11.75 2 1.74 0.01 21.18 0.08 0 K2180744A Eave Strut, Longitudinal Load(Wall= 4) 10/ 1/21 12:36pm Bay -Axial_Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Axial Max Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- --- -------- ----- ---- ----- ----- ----- ----- ---- 4 7 95E075 11.00 1 5.86 0.01 21.18 0.28 0 4 6 95E075 14.75 1 6.22 0.16 - -21-.-180-..2-9 0 4 5 95E075 24.00 1 6.22 0.18 21.18 0.29 0 4 4 95E075 24.00 1 0.00 0.00 22.11 0.00 0 4 3 95E075 24.00 2 2.02 0.06 21.18 0.10 0 4 2 95E075 24.00 2 2.02 0.04 21.18 0.10 0 4 1 95E075 30.50 2 2.02 0.02 21.18 0.10 0 K2180744A Strut Bolts 10/ 1/21 12:36pm RAFTER CONNECTION: Back_SW Front-SW Location Purlin Eave Strut Eave Strut -------- ----------- ----------- ----------- RF Welded Clip Direct Bolt Direct Bolt EAVE STRUTS: Wall Frm_Line ----Bolt-Selected--- ---Bolt_Capacity(k)---- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- 2 1 RF 2 A325 0.500 1 0.00 10.60 6.30 0.00 77 2 2 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 3 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 2 4 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 5 RF 2 A325 0.500 1 3.80 10.60 6.30 0.60 77 2 6 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 7 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 2 8 RF 2 A325 0.500 1 1.74.10.60 .6.30 0.28 77 2 9 RF 2 A325 0.500 1 1.74 10.60 6.30 0.28 77 4 1 RF 2 A325 0.500 1 5.86 10.60 6.30 0.93 77 4 2 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 3 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 4 4 RF 2 A325 0.500 1 6.22 10.60 6.30 0.99 77 A-3 6 1 10/z/2022 RDD fpeSi.D t 4 5 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 6 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 7 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 4 8 RF 2 A325 0.500 1 2.02 10.60 6.30 0.32 77 PURLINS: ------Bolt_Capacity(k)------- Surf Frm_Line Brace ----Bolt-Selected--- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- 2 1 RF 14.56 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 2 2 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 3 RF 14.56 2 A307 0.500 0 0.64 5.30 0.64 8.44 0.12 71 2 4 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 2 5 RF 14.56 2 A307 0.500 0 1.13 5.30 1.13 8.44 0.21 71 2 6 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 8.44 0.18 71 2 7 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 9.45 0.18 71 2 6 RF 14.56 2 A307 0.500 0 0.97 5.30 0.97 6.62 0.18 71 2 1 RF 17.47 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 2 2 RF 17.47 2 A307 0.500 0 1.28 5.30 1.28 8.44 0.24 71 2 3 RF 17.47 2 A307 0.500 0 1.28 5.30 1.28 8.44 0.24 71 2 4 RF 17.47 2 A307 0.500 0-2-2-5-5-3 02-25-8-44-0-42 71 2 5 RF 17.47 2 A307 0.500 0 2.25 5.30 2.25 8.44 0.42 71 2 6 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 8.44 0.37 71 2 7 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 9.45 0.37 71 2 8 RF 17.47 2 A307 0.500 0 1.94 5.30 1.94 6.62 0.37 71 2 1 RF 33.00 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 2 2 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 2 3 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 2 4 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 2 5 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 2 6 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.'15 71 2 7 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 9.45 0.15 71 2 8 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 6.62 0.15 71 3 1 RF 33.00 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 3 2 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 3 3 RF 33.00 2 A307 0.500 0 0.39 5.30 0.39 8.44 0.07 71 3 4 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 5 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 6 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 8.44 0.15 71 3 7 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 9.45 0.15 71 3 8 RF 33.00 2 A307 0.500 0 0.79 5.30 0.79 6.62 0.15 71 3 1 RF 48.53 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 3 2 RF 48.53 2 A307 0.500 0 1.37 5.30 1.37 8.44 0.26 71 3 3 RF 48.53 2 A307 0.500 0 1.37 5.30 1.37 8.44 0.26 71 3 4 RF 48.53 2 A307 0.500 0 2.53 5.30 2.53 8.44 0.48 71 3 5 RF 48.53 2 A307 0.500 0 2.53 5.30 2.53 8.44 0.48 71 3 6 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 8.44 0.44 71 3 7 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 9.45 0.44 71 3 8 RF 48.53 2 A307 0.500 0 2.32 5.30 2.32 6.62 0.44 71 3 1 RF 51.44 2 A307 0.500 0 0.00 5.30 0.00 4.73 0.00 71 3 2 RF 51.44 2 A307 0.500 0 0.69 5.30 0.69 8.44 0.13 71 3 3 RF 51.44 2 A307 0.500 0 0.69 5.30 0.69 8.44 0.13 71 3 4 RF 51.44 2 A307 0.500 0 1.27 5.30 1.27 8.44 0.24 71 3 5 RF 51.44 2 A307 0.500 0 1.27 5.30 1.27 8.44 0.24 71 3 6 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 8.44 0.22 71 3 7 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 9.45 0.22 71 3 8 RF 51.44 2 A307 0.500 0 1.16 5.30 1.16 6.62 0.22 71 A-3 62 10Az/2021 Roo fDes2.out , -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Panel Zones 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL: Tensile Thick Yield Strength Part (in) (ksi) (ksi) -------- ----- ------- -------- KR6- 0.018 80.00 62.00 PURLIN SCREWS: Dia Washer Limit Part (in) (in) (k) -------- ----- ------ ----- PANEL ZONE LAYOUT: -Purlin(ft,in)- Panel Surf ------Zone------ ---Locate(ft)-- --Surface(ft)-- Bay Load Min Zone Id Id Description Start End Offsetl Offset2 Id Id Width Thick (ft) ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 2 1 Interior 21.60 130.65 21.60 33.11 2---9-2.8-3-0-067--2-83-- - - - 2 2 Middle 10.80 141.45 10.80 33.11 2 6 2.92 0.067 2.92 2 7 Lt top corner 0.00 10.80 0.00 3.60 1 1 2.22 0.075 2.42 2 8 Rt top corner 141.45 152.25 0.00 3.60 7 1 2.22 0.105 2.42 2 11 Lt top cor gabl 0.00 3.60 3.60 10.80 1 4 2.42 0.075 2.42 2 12 Rt top cor gabl 148.65 152.25 3.60 10.80 7 4 2.42 0.105 2.42 2 15 Exterior 0.00 152.25 0.00 33.11 2 6 2.92 0.067 2.92 ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 3 1 Interior 21.60 130.65 0.00 11.51 2 4 2.83 0.067 2.83 3 2 Middle 10.80 141.45 0.00 22.31 2 6 2.92 0.067 2.92 3 9 Rt bot corner 141.45 152.25 29.51 33.11 7 12 2.22 0.105 2.42 3 10 Lt bot corner 0.00 10.80 29.51 33.11 1 12 2.22 0.075 2.42 3 13 Rt bot cor gabl 148.65 152.25 22.31 29.51 7 9 2.42 0.105 2.42 3 14 Lt bot cor gabl 0.00 3.60 22.31 29.51 1 9 2.42 0.075 2.42 3 15 Exterior 0.00 152.25 0.00 33.11 2 6 2.92 0.067 2.92 PURLIN SCREW CHECK: Wind --------Limit(k)-------- Surf Zone Screw Suction Load Purlin Panel Screw Max Id Id Space (psf) (k) Pullout Pullover Tension UC ---- ---- ----- ------- ----- ------- -------- ------- ---- 2 1 0.00 31.76 0.00 2 2 0.00 55.27 0.00 2 7 0.00 99.42 0.00 2 8 0.00 99.42 0.00 2 11 0.00 99.42 0.00 2 12 0.00 99.42 0.00 2 15 0.00 73.06 0.00 ---- ---- ----- ------- ----- ------- -------- ------- ---- 3 1 0.00 31.76 0.00 3 2 0.00 55.27 0.00 3 9 0.00 99.42 0.00 3 10 0.00 99.42 0.00 3 13 0.00 99.42 0.00 3 14 0.00 99.42 0.00 3 15 0.00 73.06 0.00 A-363 10/1./2021 Roo fDes2.Dut , -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Weight Summary 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Roof Purlins = 17660.37 Eave Struts = 1394.00 Roof Bracing = 345.77 Wind Bents = 1884.22 Total = 21284.36 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Warning Summary 10/ 1/21 12:36pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- No Warnings A-364 i0/1/2021 ., . RDo fAPS1:Dut. . . : : . . . Nsig J6,,rsurf 2,'id.8&9 ------------------- ------------------- K2180.744A Design.Code 10/ 1/21 12:35pm ST:RUCTURAL'CODE: • Design".Basis. . . :.WS "=. Working 'Stre,ss, Hot.'Rolled Steel: AISC16.' . Cold Formed:Ste'el'.:: NAUS16: BUILDING.CODE':: Wind. Code.. : . . FBC '20 '.(IBC 18)' .. . . Seismic Zone :.A . MODULUS-OF ELASTICITY.' . Hot . Rolled.Steel :. 290.00. '(ksi) Cold. Formed-Steel 2:9500-(ks'l) . . -------------------------------------- K21B0744A Purlin Lay out.(Surface=•2), W -1/21.'-12:35pm'' .SURFACE. LAYOUT;. _--. - ---- - -- -- - - - - - - - - - -- - Surface' •. '. No: 'Peak - .Id. Length'..Row.. .Space 2 33.114 12'. 1,;333 '. .PURLIN LOCATION:: . . P.urlin'. , 'Surf Load Dead' Sho+a " ----==Max'Load--=--= :Id Offset Space-•:Width - ' Load.•Repo=t Id UC Report Notes .1 2..031 2.031. -.2.224 . 2.16 10' 0.91 Mom;Shr' 2. 4%448. '2::417. '2:'417 1::99 . ' Y 10 0.56:' Mom+Shr 3 6.&64 2.417. •2.917. 1.99•. 10 •0..96 _Mom+Shr.. 4.. 9.2.81- 2.417: •2.417 ' 1.99. ' 10 '-.Oi 96 .Mom+Shr 5.". . 11.698 2..,417• .2:667 .80. 10 0:89-.Mom,Shr ' 6 14.614 • 21.917'. 2 r917'- 1'.64 '. 10 • -0.95' Mom,Shr 7 :'17:531:`2.917.:%2'.917 1.64' . 10-• 0.:95' 'Mom;'Shr' . '8 20'.448 .. 2.'917 .2:8,75 ...1•.'67'• . . .10- :0.94• Mom,Shr. _9. '. 23..261 2...833 .2.833.' 1..69" 10 O'.92...Mom,Shr . . . . . .10 26:114'.2.�833 .2�.83 .1:69. 10 -0.-92• Mom;Shr . . . 3 . . . . . :11 :`28.948 `.2:833: '2.H33 :`.1':69 .. 10'. 0.92 Mom,'Shr . 12. 31.7611: '2..833: 2.750: : 'l..74: ; ; '1.0 •- 0.'90. Mom,Shr 33.114' 1.333. ' p verage= '1:79•. LAYOUTt. Bay; Design.'. =-_Lap(ft)-- No;: Unit. . Total Id Part Length. Left Right .Strap• . Weight. Weight LExt' 95ZO75 2.21. . _ '0 . . 9".'5'• •113.6 .1. ' 95Z.075: .19.04'. . ' 1.i94'• '. .'. 0. .",89.7'. .10764. .2. 95ZO67 .:`14:75 .: 1.94 .:`l-.19 .0.. 68.3 .: .819.Z' 3 '95Z067 '. 29:00 1.'19' . 1:1.9 ' ... 0. . 100..7• - 1.206'A.. . .4..•95Z067._. '. 24_.00,- 1..19 . •1.19 .0:, 10.0'.7. 1208.7 .. .. _. _. 5: .95.Z067 24:00. 1:19. .1.19 . 0 100:7 1208.7 ..:. :. A=365 10/1/2021 Roo fDesl.out 6 95Z075 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 779.7 9356.0 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Purlin(Surface= 2, Id= 2) 10/ 1/21 12:35pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 Offset = 4.45 ------------------------------ LAYOUT: (Purlin Id= 2) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 19.04 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 . 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 0.54 -0.61 -0.75 0.16 -1.97 7.96 0.84 2.16 2 0.48 0.35 -0.43 -0.51 2.16 1.35 0.43 7.18 1.80 2.35 3 0.75 0.67 -0.78 -0.86 2.35 1.51 -1.88 11.22 2.64 3.62 4 0.81 0.73 -0.72 -0.80 3.62 2.70 -1.30 12.09 2.57 3.48 5 0.84 0.76 -0.70 -0.78 3.48 2.53 -1.74 12.46 1.87 2.74 6 0.68 0.60 -0.80 -0.93 2.74 1.98 -0.69 10.10 4.12 5.80 7 1.19 1.06 -0.80 5.80 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: A-3 66 10A1/2021 RAo fpess.Out Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.09 1 RLap -0.61 4.24 0.14 MidS -1.97 8.45 0.23 RLap 0.18 -0.22 2 RLap -0.43 3.02 0.14 RLap 1.80 6.17 0.29 RLap 0.29 0.07 3 RLap -0.78 3.02 0.26 RLap 2.64 7.13 0.37 RLap 0.45 -0.30 4 LLap 0.73 3.02 0.24 LLap 2.70 7.13 0.38 LLap 0.45 -0.14 5 LLap 0.76 3.02 0.25 LLap 2.53 7.13 0.35 LLap 0.43 -0.26 6 RLap -0.80 4.24 0.19 RLap 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.29 2.65 2.36 0.12 2 0.26 2.65 2.11 0.12 0.50 2.65 2.11 0.23 - --- ------ -- ----_ _ ____ __ 3 0.50 2.65 2.11 0.23 0.76 2.65 2.11 0.36 4 0.76 2.65 2.11 0.36 0.73 2.65 2.11 0.35 5 0.73 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right 'Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 0.15 -0.18 -0.21 0.05 -0.56 7.96 0.24 0.62 2 0.14 0.10 -0.12 -0.15 0.62 0.39 0.12 7.18 0.51 0.67 3 0.22 0.19 -0.22 -0.25 0.67 0.43 -0.54 11.22 0.76 1.04 4 0.23 0.21 -0.21 -0.23 1.04 0.77 -0.37 12.09 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.72 -0.50 12.46 0.53 0.78 6 0.19 0.17 -0.23 -0.27 0.78 0.57 -0.20 10.10 1.18 1.66 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(£-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.03 1 RLap -0.18 4.24 0.04 MidS -0.56 8.45 0.07 RLap 0.05 -0.06 2 RLap -0.12 3.02 0.04 RLap 0.51 6.17 0.08 RLap 0.08 0.02 3 RLap -0.22 3.02 0.07 RLap 0.76 7.13 0.11 RLap 0.13 -0.09 4 LLap 0.21 3.02 0.07 LLap 0.77 7.13 0.11 LLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap 0.72 7.13 0.10 LLap 0.12 -0.08 6 RLap -0.23 4.24 0.05 RLap 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 A-3 67 10/V2021 tz.00 fr esz.out LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear Uc Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.08 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.14 2.65 2.11 0.07 3 0.14 2.65 2.11 0.07 0.22 2.65 2.11 0.10 4 0.22 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(£-k)--------------- Bay Left Left Right Right Left Left MidSpan Right- Right--- Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 0.27 -0.31 -0.38 0.08 -1.00 7.96 0.43 1.10 2 0.25 0.18 -0.22 -0.26 1.10 0.69 0.22 7.18 0.91 1.20 3 0.38 0.34 -0.40 -0.44 1.20 0.77 -0.96 11.22 1.35 1.84 4 0.41 0.37 -0.37 -0.41 1.84 1.37 -0.66 12.09 1.31 1.77 5 0.43 0.39 -0.35 -0.40 1.77 1.29 -0.89 12.46 0.95 1.39 6 0.35 0.31 -0.41 -0.48 1.39 1.01 -0.35 10.10 2.10 2.95 7 0.60 0.54 -0.41 2.95 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.04 1 RLap -0.31 4.24 0.07 MidS -1.00 8.45 0.12 RLap 0.09 -0.11 2 RLap -0.22 3.02 0.07 RLap 0.91 6.17 0.15 RLap 0.15 0.04 3 RLap -0.40 3.02 0.13 RLap 1.35 7.13 0.19 RLap 0.23 -0.15 4 LLap 0.37 3.02 0.12 LLap 1.37 7.13 0.19 LLap 0.23 -0.07 5 LLap 0.39 3.02 0.13 LLap 1.29 7.13 0.18 LLap 0.22 -0.13 6 RLap -0.41 4.24 0.10 RLap 2.10 8.24 0.25 RLap 0.27 0.03 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.18 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Le£t_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.15 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 0.25 2.65 2.11 0.12 3 0.25 2.65 2.11 0.12 0.39 2.65 2.11 0.18 4 0.39 2.65 2.11 0.18 0.37 2.65 2.11 0.18 5 0.37 2.65 2.11 0.18 0.28 2.65 2.11 0.13 A-3 6 8 20A2/2021 ROO fAPS1.Dut 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 -0.99 1.10 1.34 -0.33 3.54 7.94 -1.52 -3.88 2 -0.87 -0.63 0.77 0.91 -3.88 -2.43 -0.77 7.19 -3.21 -4.21 3 -1.35 -1.21 1.39 1.54 -4.21 -2.69 3.36 11.22 -4.73 -6.47 4 -1.45 -1.31 1.29 1.43 -6.47 -4.83 2.32 12.09 -4.60 -6.22 5 -1.50 -1.36 1.25 1.39 -6.22 -4.52 3.12 12.46 -3.33 -4.89 6 -1.21 -1.07 1.44 1.67 -4.89 -3.53 1.23 10.09 -7.40 -10.42 7 -2.13 -1.90 1.47 -10.42 -6.51 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: -- -- ------ - - ----- ---- - -- -- ----- Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 -0.16 1 RLap 1.10 4.24 0.26 MidS 3.54 5.92 0.60 RLap 0.32 0.39 2 RLap 0.77 3.02 0.25 RLap -3.21 7.13 0.45 RLap 0.52 -0.13 3 RLap 1.39 3.02 0.46 MidS 3.36 4.99 0.67 RLap 0.81 0.53 4 LLap -1.31 3.02 0.43 LLap -4.83 7.13 0.68 LLap 0.80 0.25 5 LLap -1.36 3.02 0.45 LLap -4.52 7.13 0.63 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap, 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap, 0.53 1.58 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.53 2.65 2.36 0.22 2 0.47 2.65 2.11 0.22 0.89 2.65 2.11 0.42 3 0.89 2.65 2.11 0.42 1.36 2.65 2.11 0.65 4 1.36 2.65 2.11 0.65 1.31 2.65 2.11 0.62 5 1.31 2.65 2.11 0.62 0.97 2.65 2.11 0.46 6 1.09 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 A-3 69 10/1/2021 R40 fDPS1.0ut + 1 0.60 -0.69 -0.84 0.19 -2.21 7.96 0.95 2.43 2 0.54 0.40 -0.48 -0.57 2.43 1.52 0.48 7.18 2.02 2.64 3 0.85 0.76 -0.88 -0.97 2.64 1.69 -2.11 11.22 2.97 4.06 4 0.91 0.82 -0.81 -0.90 4.06 3.03 -1.46 12.09 2.89 3.90 5 0.94 0.85 -0.78 -0.87 3.90 2.84 -1.96 12.46 2.09 3.08 6 0.76 0.67 -0.90 -1.05 3.08 2.22 -0.78 10.10 4.62 6.52 7 1.33 1.19 -0.89 6.52 4.07 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.10 1 RLap -0.69 4.24 0.16 MidS -2.21 8.45 0.26 RLap 0.20 -0.25 2 RLap -0.48 3.02 0.16 RLap 2.02 6.17 0.33 RLap 0.32 0.08 3 RLap -0.88 3.02 0.29 RLap 2.97 7.13 0.42 RLap 0.51 -0.34 4 LLap 0.82 3.02 0.27 LLap 3.03 7.13 0.43 LLap 0.51 -0.16 5 LLap 0.85 3.02 0.28 LLap 2.84 7.13 0.40 LLap 0.49 -0.30 6 RLap -0.90 4.24 0.21 RLap 4.62 8.24 .0.5.6--RLap 0.59--- 0.06 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap 0.33 -0.98 RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.33 2.65 2.36 0.14 2 0.30 2.65 2.11 0.14 0.56 2.65 2.11 0.26 3 0.56 2.65 2.11 0.26 0.86 2.65 2.11 0.41 4 0.86 ' 2.65 2.11 0.41 0.82 2.65 2.11 0.39 5 0.82 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 0.31 -0.36 -0.44 0.10 -1.15 7.96 0.50 1.27 2 0.28 0.21 -0.25 -0.30 1.27 0.79 0.25 7.18 1.06 1.38 3 0.44 0.40 -0.46 -0.51 1.38 0.88 -1.10 11.22 1.55 2.13 4 0.48 0.43 -0.42 -0.47 2.13 1.59 -0.76 12.09 1.51 2.04 5 0.49 0.45 -0.41 -0.46 2.04 1.49 -1.02 12.46 1.10 1.61 6 0.40 0.35 -0.47 -0.55 1.61 1.16 -0.41 10.10 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit A-3 70 10%/2021 TZD0 fDesi.ov± . ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.05 1 RLap -0.36 4.24 0.09 MidS -1.15 8.45 0.14 RLap 0.10 -0.13 2 RLap -0.25 3.02 0.08 RLap 1.06 6.17 0.17 RLap 0.17 0.04 3 RLap -0.46 3.02 0.15 RLap 1.55 7.13 0.22 RLap 0.27 -0.18 4 LLap 0.43 3.02 0.14 LLap 1.59 7.13 0.22 LLap 0.26 -0.08 5 LLap 0.45 3.02 0.15 LLap 1.49 7.13 0.21 LLap 0.26 -0.16 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.17 2.65 2.36 0.07 ---- -2 0.15 2.65 2.11 0.07 0.29 2.65 2.11 0.14 3 0.29 2.65 2.11 0.14 0.45 2.65 2.11 4 0.45 2.65 2.11 0.21 0.43 2.65 2.11 0.20 5 0.43 2.65 2.11 0.20 0.32 2.65 2.11 0.15 - ------------- ___. 6 0.36 2.65 2.36 0.15 0.37 2.65 2.36 0.16 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 -0.35 0.37 0.45 -0.13 1.20 7.93 -0.51 -1.31 2 -0.29 -0.21 0.26 0.30 -1.31 -0.82 -0.26 7.21 -1.08 -1.41 3 -0.45 -0.40 0.47 0.52 -1.41 -0.90 1.13 11.21 -1.59 -2.17 4 -0.49 -0.44 0.43 0.48 -2.17 -1.62 0.78 12.09 -1.55 -2.09 5 -0.50 -0.46 0.42 0.47 -2.09 -1.52 1.05 12.47 -1.11 -1.64 6 -0.41 -0.36 0.48 0.56 -1.64 -1.18 0.41 10.06 -2.50 -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 6.45 0.01 RSup 0.03 -0.05 1 RLap 0.37 4.24 0.09 MidS 1.20 5.92 0.20 RLap 0.11 0.13 2 RLap 0.26 3.02 0.08 RLap -1.08 7.13 0.15 RLap 0.17 -0.04 3 RLap 0.47 3.02 0.16 MidS 1.13 4.99 0.23 RLap, 0.27 0.18 4 LLap -0.44 3.02 0.15 LLap -1.62 7.13 0.23 LLap 0.27 0.08 5 LLap -0.46 3.02 0.15 LLap -1.52 7.13 0.21 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: A-3 7 1 10/1/2021 R.00 fpesz.out Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id ,Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.18 2.65 2.36 0.08 2 0.16 2.65 2.11 0.08 0.30 2.65 2.11 0.14 3 0.30 2.65 2.11 0.14 0.46 2.65 2.11 0.22 4 0.46 2.65 2.11 0.22 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.33 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 - - - -- 1 -0.63 0.70 0.85 -0.21 2.25 7.94 -0.97 -2.47 2 -0.55 -0.40 0.49 0.58 -2.47 -1.55 -0.49 7.19 -2.04 -2.67 3 -0.86 -0.77 0.89 0.98 -2.67 -1.71 2.13 11.22 -3.00 -4.11 4 -0.92 -0.83 0.82 0.91 -4.11 -3.06 1.47 12.09 -2.92 -3.95 5 -0.95 -0.86 0.79 0.88 -3.95 -2.87 1.98 12.46 -2.11 -3.10 6 -0.77 -0.68 0.91 1.06 -3.10 -2.24 0.78 10.08 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.70 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8.45 0.03 RSup 0.05 -0.10 1 RLap 0.70 4.24 0.17 MidS 2.25 5.92 0.38 RLap 0.20 0.25 2 RLap 0.49 3.02 0.16 RLap -2.04 7.13 0.29 RLap 0.33 -0.08 3 RLap 0.89 3.02 0.29 MidS 2.13 4.99 0.43 RLap 0.51 0.34 4 LLap -0.83 3.02 0.28 LLap -3.06 7.13 0.43 LLap 0.51 0.16 5 LLap -0.86 3.02 0.29 LLap -2.87 7.13 0.40 LLap 0.49 0.30 6 RLap 0.91 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap -1.20 11.72 0.10 MidS 5.37 9.06 0.59 LLap 0.34 1.00 RExt LSup -0.09 11.72 0.01 LSup -0.04 12.95 0.00 LSup 0.00 -0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.34 2.65 2.36 0.14 2 0.30 2.65 2.11 0.14 0.56 2.65 2.11 0.27 3 0.56 2.65 2.11 0.27 0.86 2.65 2.11 0.41 4 0.86 2.65 2.11 0.41 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.62 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 A-372 10A2/2021 R00 fAPS1.Dut LOAD ID 9 : 0.6Dead+0.6Wind_Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 0.25 -0.29 -0.35 0.08 -0.92 7.96 0.39 1.01 2 0.23 0.16 -0.20 -0.24 1.01 0.63 0.20 7.18 0.84 1.10 3 0.35 0.31 -0.36 -0.40 1.10 0.70 -0.88 11.22 1.23 1.69 4 0.38 0.34 -0.34 -0.37 1.69 1.26 -0.60 12.09 1.20 1.62 5 0.39 0.35 -0.32 -0.36 1.62 1.18 -0.81 12.46 0.87 1.28 6 0.32 0.28 -0.37 -0.44 1.28 0.92 -0.32 10.10 1.92 2.70 7 0.55 0.49 -0.37 2.70 1.69 -2.18 17.66 0.02 -- RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH DEFLECTION: -- ------------------- _______Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) --- Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ----_ ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.04 1 RLap -0.29 4.24 0.07 MidS -0.92 8.45 0.11 RLap 0.08 -0.10 2 RLap -0.20 3.02 0.07 RLap 0.84 6.17 0.14 RLap 0.13 0.03 3 RLap -0.36 3.02 0.12 RLap 1.23 7.13 0.17 RLap 0.21 -0.14 4 LLap 0.34 3.02 0.11 LLap 1.26 7.13 0.18 LLap 0.21 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.18 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.37 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.14 2.65 2.36 0.06 2 0.12 2.65 2.11 0.06 0.23 2.65 2.11 0.11 3 0.23 2.65 2.11 0.11 0.35 2.65 2.11 0.17 4 0.35 2.65 2.11 0.17 0.34 2.65 2.11 0.16 5 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 -1.01 1.13 1.37 -0.34 3.62 7.94 -1.56 -3.98 2 -0.89 -0.65 0.78 0.93 -3.98 -2.49 -0.79 7.19 -3.29 -4.31 A-3 73 10/1/2021 RDD fDPS1.Out 3 -1.38 -1.24 1.43 1.57 -4.31 -2.75 3.44 11.22 -4.84 -6.62 4 -1.49 -1.34 1.32 1.47 -6.62 -4.94 2.37 12.09 -4.71 -6.37 5 -1.53 -1.39 1.27 1.42 -6.37 -4.63 3.19 12.46 -3.41 -5.01 6 -1.24 -1.10 1.48 1.71 -5.01 -3.62 1.26 10.09 -7.58 -10.66 7 -2.18 -1.94 1.51 -10.66 -6.67 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 -0.16 1 RLap 1.13 4.24 0.27 MidS 3.62 5.92 0.61 RLap 0.32 0.40 2 RLap 0.78 3.02 0.26 RLap -3.29 7.13 0.46 RLap 0.53 -0.14 3 RLap 1.43 3.02 0.47 MidS 3.44 4.99 0.69 RLap 0.83 0.55 4 LLap -1.34 3.02 0.44 LLap -4.94 7.13 0.69 LLap 0.82 0.26 5 LLap -1.39 3.02 0.46 LLap -4.63 7.13 0.65 LLap 0.80 0.49 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06- 0.95_ -LLap_0_54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: -- - - ---- Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.54 2.65 2.36 0.23 2 0.48 2.65 2.11 0.23 0.91 2.65 2.11 0.43 3 0.91 2.65 2.11 0.43 1.39 2.65 2.11 0.66 4 1.39 2.65 2.11 0.66 1.34 2.65 2.11 0.64 5 1.34 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.09 1 9.52 -0.22 1.52 0.14 2 7.38 0.07 1.18 0.06 3 12.00 -0.30 1.92 0.16 4 12.00 -0.14 1.92 0.07 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio--- ------ ----- ----- --- - A-374 10/1/2021 RDo fDPSl.out LExt 0.00 0.03 1 9.52 -0.06 1.52 0.04 2 7.38 0.02 1.18 0.02 3 12.00 -0.09 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.06 1 9.52 -0.16 1.52 0.10 -2 7.38 0.05 1.18 0.04 3 12.00 -0.21 1.92 0.11 4 12.00 -0.10 1.92 0.05 5 12.00 -0.19 1.92 0.10 ----- - -------___-_ 6 12.00 0.04 1.92 0.02 - 7 14.75 -0.62 2.36 0.26 RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.52 -0.07 1:52 0.04 2 7.38 0.02 1.18 0.02 3 12.00 -0.09 1.92 0.05 4 12.00 -0.04 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.02 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 : Dead+0.3Wind Suctionl ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.05 1 9.52 0.11 1.52 0.08 2 7.38 -0.04 1.18 0.03 3 12.00 0.16 1.92 0.08 4 12.00 0.07 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 -------------------- - K2180744A Purlin Layout(Surface= 3) 10/ 1/21 12:35pm 10A2/2021 RDD fDPSs.Dut SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 3 33.114 12 1.333 PURLIN LOCATION: Purlin Surf Load Dead Show ------Max-Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 1.333 1.333 2.750 1.74 10 0.90 Mom,Shr 2 4.167 2.833 2.833 1.69 10 0.92 Mom,Shr 3 7.000 2.833 2.833 1.69 10 0.92 Mom,Shr 4 9.833 2.833 2.833 1.69 10 0.92 Mom,Shr 5 12.666 2.833 2.875 1.67 10 0.94 Mom,Shr 6 15.583 2.917 2.917 1.64 10 0.95 Mom,Shr 7 18.500 2.917 2.917 1.64 10 0.95 Mom,Shr 8 21.417 2.917 2.667 1.80 10 0.89 Mom,Shr 9 23.833 2.417 2.417 1.99 10 0-.-9.6_ -Mom+Shr 10 26.250 2.417 2.417 1.99 10 0.96 Mom+Shr - --- -- ---- ___ 11 28.667 2.417 2.417 1.99 Y 10 0.96 Mom+Shr 12 31.083 2.417 2.224 2.16 10 0.91 Mom,Shr 33.114 2.031 Average= 1.79 LAYOUT: Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 95Z075 2.21 0 9.5 113.6 1 95Z075 19.04 1.94 0 89.7 1076.0 2 95Z067 14.75 1.94 1.19 0 66.3 819.2 3 95Z067 24.00 1.19 1.19 0 100.7 1208.7 4 95Z067 24.00 1.19 1.19 0 100.7 1208.7 5 95Z067 24.00 1.19 1.19 0 100.7 1208.7 6 95Z075 24.00 1.19 1.94 0 116.0 1391.5 7 95Z105 29.50 1.94 0 188.2 2257.8 RExt 95Z105 1.00 0 6.0 71.8 Total(lb)= 779.7 9356.0 LOAD COMBINATIONS: 10 - 0.6Dead+0.6Wind Suctionl ---------------------------K2180744A Purlin(Surface= 3, Id= 11) 10/ 1/21 12:35pm ------------------------------ ROOF PURLIN Surface Id = 3 Purlin Id = 11 Offset = 28.67 -------------------- --------- A-376 10As/2021 R.00 fDeSi.out LAYOUT: (Purlin Id= 11) Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (£t) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 95Z075 2.21 2.42 0 0.00 0.70 1 95Z075 19.04 1.94 2.42 0 0.00 0.70 2 95Z067 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95Z067 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95Z075 24.00 1.19 1.94 2.42 0 0.00 0.70 7 95Z105 29.50 1.94 2.42 0 0.00 0.70 RExt 95Z105 1.00 2.42 0 0.00 0.70 LOAD ID 1 : Dead+Collateral+Live ---------------------------------------------------------------------- REACTIONS: - - -- - - - - ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.15 0.00 0.04 1.11 0.16 1 0.54 -0.61 -0.75 0.16 -1.97 7.96 0.84 2.16 2 0.48 0.35 -0.43 -0.51 2.16 1.35 0.43 7.18 1.80 2.35 3 0.75 0.67 -0.78 -0.86 2.35 1.51 -1.88 11.22 2.64 3.62 4 0.81 0.73 -0.72 -0.80 3.62 2.70 -1.30 12.09 2.57 3.48 5 0.84 0.76 -0.70 -0.78 3.48 2.53 -1.74 12.46 1.87 2.74 6 0.68 0.60 -0.80 -0.93 2.74 1.98 -0.69 10.10 4.12 5.80 7 1.19 1.06 -0.80 5.80 3.63 -4.68 17.66 0.03 RExt 0.07 0.00 0.03 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.15 4.24 0.04 RSup 0.16 8.45 0.02 RSup 0.04 0.09 1 RLap -0.61 4.24 0.14 Mids -1.97 8.45 0.23 RLap 0.18 -0.22 2 RLap -0.43 3.02 0.14 RLap 1.80 6.17 0.29 RLap 0.29 0.07 3 RLap, -0.78 3.02 0.26 RLap 2.64 7.13 0.37 RLap, 0.45 -0.30 4 LLap 0.73 3.02 0.24 LLap 2.70 7.13 0.38 LLap 0.45 -0.14 5 LLap, 0.76 3.02 0.25 LLap 2.53 7.13 0.35 LLap 0.43 -0.26 6 RLap -0.80 4.24 0.19 RLap 4.12 8.24 0.50 RLap 0.52 0.05 7 LLap 1.06 11.72 0.09 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 RExt LSup 0.07 11.72 0.01 LSup 0.03 12.95 0.00 LSup 0.00 0.11 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.29 2.65 2.36 0.12 2 0.26 2.65 2.11 0.12 0.50 2.65 2.11 0.23 A-3 77 10A1/2021 RO0 FAC51.Dut 3 0.50 2.65 2.11 0.23 0.76 2.65 2.11 0.36 4 0.76 2.65 2.11 0.36 0.73 2.65 2.11 0.35 5 0.73 2.65 2.11 0.35 0.54 2.65 2.11 0.26 6 0.61 2.65 2.36 0.26 0.63 2.65 2.36 0.27 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.01 1.11 0.05 1 0.15 -0.18 -0.21 0.05 -0.56 7.96 0.24 0.62 2 0.14 0.10 -0.12 -0.15 0.62 0.39 0.12 7.18 0.51 0.67 3 0.22 0.19 -0.22 -0.25 0.67 0.43 -0.54 11.22 0.76 1.04 4 0.23 0.21 -0.21 -0.23 1.04 0.77 -0.37 12.09___ 0.74 1.00 5 0.24 0.22 -0.20 -0.22 1.00 0.72 -0.50 12.46 0.53 6 0.19 0.17 -0.23 -0.27 0.78 0.57 -0.20 10.10 1.18 1.66 ----- ------_______ 7 0.34 0.30 -0.23 1.66 1.04 -1.34 17.66 0.01 RExt 0.02 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.24 0.01 RSup 0.05 8.45 0.01 LSup 0.00 0.03 1 RLap -0.18 4.24 0.04 MidS -0.56 8.45 0.07 RLap 0.05 -0.06 2 RLap -0.12 3.02 0.04 RLap 0.51 6.17 0.08 RLap 0.08 0.02 3 RLap -0.22 3.02 0.07 RLap 0.76 7.13 0.11 RLap 0.13 -0.09 4 LLap 0.21 3.02 0.07 LLap 0.77 7.13 0.11 LLap 0.13 -0.04 5 LLap 0.22 3.02 0.07 LLap 0.72 7.13 0.10 LLap 0.12 -0.08 6 RLap -0.23 4.24 0.05 RLap 1.18 8.24 0.14 RLap 0.15 0.01 7 LLap 0.30 11.72 0.03 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 RExt LSup 0.02 11.72 0.00 LSup 0.01 12.95 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.08 2.65 2.36 0.04 2 0.08 2.65 2.11 0.04 0.14 2.65 2.11 0.07 3 0.14 2.65 2.11 0.07 0.22 2.65 2.11 0.10 4 0.22 2.65 2.11 0.10 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 6 0.17 2.65 2.36 0.07 0.18 2.65 2.36 0.08 7 0.25 2.65 3.31 0.09 LOAD ID 3 : Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right A-3 7 8 10A2/2021 RD0 fDPS2.0ut Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.08 0.00 0.02 1.11 0.08 1 0.27 -0.31 -0.38 0.08 -1.00 7.96 0.43 1.10 2 0.25 0.18 -0.22 -0.26 1.10 0.69 0.22 7.18 0.91 1.20 3 0.38 0.34 -0.40 -0.44 1.20 0.77 -0.96 11.22 1.35 1.84 4 0.41 0.37 -0.37 -0.41 1.84 1.37 -0.66 12.09 1.31 1.77 5 0.43 0.39 -0.35 -0.40 1.77 1.29 -0.89 12.46 0.95 1.39 6 0.35 0.31 -0.41 -0.48 1.39 1.01 -0.35 10.10 2.10 2.95 7 0.60 0.54 -0.41 2.95 1.85 -2.38 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.08 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.04 1 RLap -0.31 4.24 0.07 MidS -1.00 8.45 0.12 RLap 0.09 -0.11 2 RLap -0.22 3.02 0.07 RLap 0.91 6.17 0.15--RLap-0-.15___0.04 3 RLap -0.40 3.02 0.13 RLap 1.35 7.13 0.19 RLap 0.23 -0.15 - 4 LLap 0.37 3.02 0.12 LLap 1.37 7.13 0.19 LLap 0.23 -0.07 5 LLap 0.39 3.02 0.13 LLap 1.29 7.13 0.18 LLap 0.22 -0.13 - - ----___ 6 RLap -0.41 4.24 0.10 RLap 2.10 8.24 0.25 RLap 0.27 0.03 7 LLap 0.54 11.72 0.05 MidS -2.38 12.95 0.18 LLap 0.15 -0.44 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Le£t_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.15 2.65 2.36 0.06 2 0.13 2.65 2.11 0.06 0.25 2.65 2.11 0.12 3 0.25 2.65 2.11 0.12 0.39 2.65 2.11 0.18 4 0.39 2.65 2.11 0.18 0.37 2.65 2.11 0.18 5 0.37 2.65 2.11 0.18 0.28 2.65 2.11 0.13 6 0.31 2.65 2.36 0.13 0.32 2.65 2.36 0.14 7 0.44 2.65 3.31 0.17 LOAD ID 4 : Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.33 1 -0.99 1.10 1.34 -0.33 3.54 7.94 -1.52 -3.88 2 -0.87 -0.63 0.77 0.91 -3.88 -2.43 -0.77 7.19 -3.21 -4.21 3 -1.35 -1.21 1.39 1.54 -4.21 -2.69 3.36 11.22 -4.73 -6.47 4 -1.45 -1.31 1.29 1.43 -6.47 -4.83 2.32 12.09 -4.60 -6.22 5 -1.50 -1.36 1.25 1.39 -6.22 -4.52 3.12 12.46 -3.33 -4.89 6 -1.21 -1.07 1.44 1.67 -4.89 -3.53 1.23 10.09 -7.40 -10.42 7 -2.13 -1.90 1.47 -10.42 -6.51 8.44 17.70 -0.07 RExt -0.13 0.00 -0.07 -0.02 0.50 0.00 A-379 10As/2021 Roo fpesi.o�t STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.33 8.45 0.04 RSup 0.08 -0.16 1 RLap 1.10 4.24 0.26 MidS 3.54 5.92 0.60 RLap 0.32 0.39 2 RLap 0.77 3.02 0.25 RLap -3.21 7.13 0.45 RLap 0.52 -0.13 3 RLap 1.39 3.02 0.46 MidS 3.36 4.99 0.67 RLap 0.81 0.53 4 LLap -1.31 3.02 0.43 LLap -4.83 7.13 0.68 LLap 0.80 0.25 5 LLap -1.36 3.02 0.45 LLap -4.52 7.13 0.63 LLap 0.78 0.47 6 RLap 1.44 4.24 0.34 RLap -7.40 8.45 0.88 RLap 0.94 -0.09 7 LLap -1.90 11.72 0.16 MidS 8.44 9.06 0.93 LLap 0.53 1.58 RExt LSup -0.13 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC- --- - __ -- -- ----- 1 0.53 2.65 2.36 0.22 2 0.47 2.65 2.11 0.22 0.89 2.65 2.11 0.42 -- - -- -- ___ 3 0.89 2.65 2.11 0.42 1.36 2.65 2.11 0.65 4 1.36 2.65 2.11 0.65 1.31 2.65 2.11 0.62 5 1.31 2.65 2.11 0.62 0.97 2.65 2.11 0.46 6 1.09 2.65 2.36 0.46 1.13 2.65 2.36 0.48 7 1.56 2.65 3.31 0.59 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 1 0.60 -0.69 -0.84 0.19 -2.21 7.96 0.95 2.43 2 0.54 0.40 -0.48 -0.57 2.43 1.52 0.48 7.18 2.02 2.64 3 0.85 0.76 -0.88 -0.97 2.64 1.69 -2.11 11.22 2.97 4.06 4 0.91 0.82 -0.81 -0.90 4.06 3.03 -1.46 12.09 2.89 3.90 5 0.94 0.85 -0.78 -0.87 3.90 2.84 -1.96 12.46 2.09 3.08 6 0.76 0.67 -0.90 -1.05 3.08 2.22 -0.78 10.10 4.62 6.52 7 1.33 1.19 -0.89 6.52 4.07 -5.26 17.66 0.04 RExt 0.08 0.00 0.04 0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.17 4.24 0.04 RSup 0.19 8.45 0.02 RSup 0.05 0.10 1 RLap -0.69 4.24 0.16 MidS -2.21 8.45 0.26 RLap 0.20 -0.25 2 RLap -0.48 3.02 0.16 RLap 2.02 6.17 0.33 RLap 0.32 0.08 3 RLap -0.88 3.02 0.29 RLap 2.97 7.13 0.42 RLap 0.51 -0.34 4 LLap 0.82 3.02 0.27 LLap 3.03 7.13 0.43 LLap 0.51 -0.16 5 LLap 0.85 3.02 0.28 LLap 2.84 7.13 0.40 LLap 0.49 -0.30 6 RLap -0.90 4.24 0.21 RLap 4.62 8.24 0.56 RLap 0.59 0.06 7 LLap 1.19 11.72 0.10 MidS -5.26 12.95 0.41 LLap, 0.33 -0.98 A-3 8 0 10A1/2021 R.00 fDES1.Dut o RExt LSup 0.08 11.72 0.01 LSup 0.04 12.95 0.00 LSup 0.00 0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.33 2.65 2.36 0.14 2 0.30 2.65 2.11 0.14 0.56 2.65 2.11 0.26 3 0.56 2.65 2.11 0.26 0.86 2.65 2.11 0.41 4 0.86 2.65 2.11 0.41 0.82 2.65 2.11 0.39 5 0.82 2.65 2.11 0.39 0.61 2.65 2.11 0.29 6 0.68 2.65 2.36 0.29 0.70 2.65 2.36 0.30 7 0.98 2.65 3.31 0.37 LOAD ID 6 : Dead+Collateral+0.45Wind Pressurel ---------------------------------------------------------------------- REACTIONS: - - -- ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right - - - - --__ Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.09 0.00 0.02 1.11 0.10 1 0.31 -0.36 -0.44 0.10 -1.15 7.96 0.50 1.27 2 0.28 0.21 -0.25 -0.30 1.27 0.79 0.25 7.18 1.06 1.38 3 0.44 0.40 -0.46 -0.51 1.38 0.88 -1.10 11.22 1.55 2.13 4 0.48 0.43 -0.42 -0.47 2.13 1.59 -0.76 12.09 1.51 2.04 5 0.49 0.45 -0.41 -0.46 2.04 1.49 -1.02 12.46 1.10 1.61 6 0.40 0.35 -0.47 -0.55 1.61 1.16 -0.41 10.10 2.42 3.41 7 0.70 0.62 -0.47 3.41 2.13 -2.75 17.66 0.02 RExt 0.04 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.09 4.24 0.02 RSup 0.10 8.45 0.01 RSup 0.02 0.05 1 RLap -0.36 4.24 0.09 MidS -1.15 8.45 0.14 RLap 0.10 -0.13 2 RLap -0.25 3.02 0.08 RLap, 1.06 6.17 0.17 RLap 0.17 0.04 3 RLap -0.46 3.02 0.15 RLap 1.55 7.13 0.22 RLap 0.27 -0.18 4 LLap 0.43 3.02 0.14 LLap 1.59 7.13 0.22 LLap 0.26 -0.08 5 LLap 0.45 3.02 0.15 LLap 1.49 7.13 0.21 LLap, 0.26 -0.16 6 RLap -0.47 4.24 0.11 RLap 2.42 8.24 0.29 RLap 0.31 0.03 7 LLap 0.62 11.72 0.05 MidS -2.75 12.95 0.21 LLap 0.17 -0.51 RExt LSup 0.04 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.17 2.65 2.36 0.07 2 0.15 2.65 2.11 0.07 0.29 2.65 2.11 0.14 3 0.29 2.65 2.11 0.14 0.45 2.65 2.11 0.21 4 0.45 2.65 2.11 0.21 0.43 2.65 2.11 0.20 A-3 8 1 10/1/2021 RDD fAC51.Obtt r 5 0.43 2.65 2.11 0.20 0.32 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.37 2.65 2.36 0.16 7 0.51 2.65 3.31 0.19 LOAD ID 7 : Dead+Collateral+0.75Live+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.11 0.00 -0.03 1.11 -0.13 1 -0.35 0.37 0.45 -0.13 1.20 7.93 -0.51 -1.31 2 -0.29 -0.21 0.26 0.30 -1.31 -0.82 -0.26 7.21 -1.08 -1.41 3 -0.45 -0.40 0.47 0.52 -1.41 -0.90 1.13 11.21 -1.59 -2.17 4 -0.49 -0.44 0.43 0.48 -2.17 -1.62 0.78 12.09 -1.55 -2.09 5 -0.50 -0.46 0.42 0.47 -2.09 -1.52 1.05 12.47 -1.11 -1.64 6 -0.41 -0.36 0.48 0.56 -1.64 -1.18 0.41 10.06__ 2..50_ -3.51 7 -0.72 -0.64 0.51 -3.51 -2.20 2.86 17.73 -0.03 RExt -0.05 0.00 -0.03 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.11 4.24 0.03 RSup -0.13 8.45 0.01 RSup 0.03 -0.05 1 RLap 0.37 4.24 0.09 MidS 1.20 5.92 0.20 RLap 0.11 0.13 2 RLap 0.26 3.02 0.08 RLap, -1.08 7.13 0.15 RLap 0.17 -0.04 3 RLap 0.47 3.02 0.16 MidS 1.13 4.99 0.23 RLap, 0.27 0.18 4 LLap -0.44 3.02 0.15 LLap -1.62 7.13 0.23 LLap 0.27 0.08 5 LLap -0.46 3.02 0.15 LLap -1.52 7.13 0.21 LLap 0.26 0.16 6 RLap 0.48 4.24 0.11 RLap -2.50 8.45 0.30 RLap 0.32 -0.03 7 LLap -0.64 11.72 0.05 MidS 2.86 9.06 0.32 LLap 0.18 0.53 RExt LSup -0.05 11.72 0.00 LSup -0.03 12.95 0.00 LSup 0.00 -0.07 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.18 2.65 2.36 0.08 2 0.16 2.65 2.11 0.08 0.30 2.65 2.11 0.14 3 0.30 2.65 2.11 0.14 0.46 2.65 2.11 0.22 4 0.46 2.65 2.11 0.22 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 0.33 2.65 2.11 0.15 6 0.36 2.65 2.36 0.15 0.38 2.65 2.36 0.16 7 0.53 2.65 3.31 0.20 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc -Lap --Sup A-3 82 ---- ----- ----- ----- ----- ----- ----- ----- ----- - 10A1/2021 RAD fDPS1.0(-t . LExt 0.00 0.19 0.00 -0.05 1.11 -0.21 1 -0.63 0.70 0.85 -0.21 2.25 7.94 -0.97 -2.47 2 -0.55 -0.40 0.49 0.58 -2.47 -1.55 -0.49 7.19 -2.04 -2.67 3 -0.86 -0.77 0.89 0.98 -2.67 -1.71 2.13 11.22 -3.00 -4.11 4 -0.92 -0.83 0.82 0.91 -4.11 -3.06 1.47 12.09 -2.92 -3.95 5 -0.95 -0.86 0.79 0.88 -3.95 -2.87 1.98 12.46 -2.11 -3.10 6 -0.77 -0.68 0.91 1.06 -3.10 -2.24 0.78 10.08 -4.70 -6.62 7 -1.35 -1.20 0.94 -6.62 -4.14 5.37 17.70 -0.04 RExt -0.09 0.00 -0.04 -0.01 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.19 4.24 0.05 RSup -0.21 8:45 0.03 RSup 0.05 -0.10 1 RLap 0.70 4.24 0.17 MidS 2.25 5.92 0.38 RLap 0.20 0.25 2 RLap 0.49 3.02 0.16 RLap -2.04 7.13 0.29 RLap 0.33 -0.08 3 RLap 0.89 3.02 0.29 MidS 2.13 4.99 0.43 RLap 0.51 0.34 4 LLap' -0.83 3.02 0.28 LLap -3.06 7.13 0.43 LLap-0.51 --0.16 5 LLap -0.86 3.02 0.29 LLap -2.87 7.13 0.40 LLap 0.49 0.30 _ 6 RLap 0.91 4.24 0.22 RLap -4.70 8.45 0.56 RLap 0.60 -0.06 7 LLap -1.20 11.72 0.10 MidS 5.37 9.06 0.59 LLap 0.34 1.00 RExt LSup -0.09 11.72 0.01 LSup -0.04 12.95 0.00 LSup 0.00 -0.12 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.34 2.65 2.36 0.14 2 0.30 2.65 2.11 0.14 0.56 2.65 2.11 0.27 3 0.56 2.65 2.11 0.27 0.86 2.65 2.11 0.41 4 0.86 2.65 2.11 0.41 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 0.62 2.65 2.11 0.29 6 0.69 2.65 2.36 0.29 0.72 2.65 2.36 0.30 7 0.99 2.65 3.31 0.37 LOAD ID 9 : 0.6Dead+0.6Wind Pressurel ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.02 1.11 0.08 1 0.25 -0.29 -0.35 0.08 -0.92 7.96 0.39 1.01 2 0.23 0.16 -0.20 -0.24 1.01 0.63 0.20 7.18 0.84 1.10 3 0.35 0.31 -0.36 -0.40 1.10 0.70 -0.88 11.22 1.23 1.69 4 0.38 0.34 -0.34 -0.37 1.69 1.26 -0.60 12.09 1.20 1.62 5 0.39 0.35 -0.32 -0.36 1.62 1.18 -0.81 12.46 0.87 1.28 6 0.32 0.28 -0.37 -0.44 1.28 0.92 -0.32 10.10 1.92 2.70 7 0.55 0.49 -0.37 2.70 1.69 -2.18 17.66 0.02 RExt 0.03 0.00 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(£-k)------ -Mom+Shr- Deflect(in) A-3 8 3 20A1/2021 1z00 fDC51.Dut Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 4.24 0.02 RSup 0.08 8.45 0.01 LSup 0.00 0.04 1 RLap -0.29 4.24 0.07 MidS -0.92 8.45 0.11 RLap 0.08 -0.10 2 RLap -0.20 3.02 0.07 RLap 0.84 6.17 0.14 RLap 0.13 0.03 3 RLap -0.36 3.02 0.12 RLap 1.23 7.13 0.17 RLap 0.21 -0.14 4 LLap 0.34 3.02 0.11 LLap 1.26 7.13 0.18 LLap 0.21 -0.07 5 LLap 0.35 3.02 0.12 LLap 1.18 7.13 0.17 LLap 0.20 -0.12 6 RLap -0.37 4.24 0.09 RLap 1.92 8.24 0.23 RLap 0.24 0.02 7 LLap 0.49 11.72 0.04 MidS -2.18 12.95 0.17 LLap 0.14 -0.41 RExt LSup 0.03 11.72 0.00 LSup 0.02 12.95 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.14 2.65 2.36 0.06 2 0.12 2.65 2.11 0.06 0.23 2.65 2.11 0.11 3 0.23 2.65 2.11 0.11 0.35 2.65 2.11 0.17 4 0.35 2.65 2.11 0.17 0.34 2.65 2.11 0.16 5 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 6 0.28 2.65 2.36 0.12 0.29 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 LOAD ID 10 : 0.6Dead+0.6Wind Suctionl ---------------------------------------------------------------------- REACTIONS: ---------Shear(k)--------- --------------Moment(f-k)--------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 -0.08 1.11 -0.34 1 -1.01 1.13 1.37 -0.34 3.62 7.94 -1.56 -3.98 2 -0.89 -0.65 0.78 0.93 -3.98 -2.49 -0.79 7.19 -3.29 -4.31 3 -1.38 -1.24 1.43 1.57 -4.31 -2.75 3.44 11.22 -4.84 -6.62 4 -1.49 -1.34 1.32 1.47 -6.62 -4.94 2.37 12.09 -4.71 -6.37 5 -1.53 -1.39 1.27 1.42 -6.37 -4.63 3.19 12.46 -3.41 -5.01 6 -1.24 -1.10 1.48 1.71 -5.01 -3.62 1.26 10.09 -7.58 -10.66 7 -2.18 -1.94 1.51 -10.66 -6.67 8.64 17.70 -0.07 RExt -0.14 0.00 -0.07 -0.02 0.50 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k)------- -----Moment(f-k)------ -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.30 4.24 0.07 RSup -0.34 8.45 0.04 RSup 0.08 -0.16 1 RLap 1.13 4.24 0.27 MidS 3.62 5.92 0.61 RLap 0.32 0.40 2 RLap 0.78 3.02 0.26 RLap -3.29 7.13 0.46 RLap 0.53 -0.14 3 RLap 1.43 3.02 0.47 MidS 3.44 4.99 0.69 RLap 0.83 0.55 4 LLap -1.34 3.02 0.44 LLap -4.94 7.13 0.69 LLap 0.82 0.26 5 LLap -1.39 3.02 0.46 LLap -4.63 7.13 0.65 LLap 0.80 0.49 6 RLap 1.48 4.24 0.35 RLap -7.58 8.45 0.90 RLap 0.96 -0.09 7 LLap -1.94 11.72 0.17 MidS 8.64 9.06 0.95 LLap 0.54 1.61 RExt LSup -0.14 11.72 0.01 LSup -0.07 12.95 0.01 LSup 0.00 -0.20 A-3 84 10/1/2021 Roo fDes:u t . LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay -----Left_Lap(k)------ -----Right_Lap(k)----- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.54 2.65 2.36 0.23 2 0.48 2.65 2.11 0.23 0.91 2.65 2.11 0.43 3 0.91 2.65 2.11 0.43 1.39 2.65 2.11 0.66 4 1.39 2.65 2.11 0.66 1.34 2.65 2.11 0.64 5 1.34 2.65 2.11 0.64 0.99 2.65 2.11 0.47 6 1.11 2.65 2.36 0.47 1.15 2.65 2.36 0.49 7 1.60 2.65 3.31 0.60 DEFLECTION: ------------------------------ LOAD ID 11 : Dead+Collateral+Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio - LExt 0.00 0.09 1 9.52 -0.22 1.52 0.14 2 7.38 - 0.07 1.18 0.06 3 12.00 -0.30 1.92 0.16 4 12.00 -0.14 1.92 0.07 5 12.00 -0.26 1.92 0.14 6 12.00 0.05 1.92 0.03 7 14.75 -0.87 2.36 0.37 RExt 1.00 0.11 LOAD ID 12 : Dead+Collateral ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.52 -0.06 1.52 0.04 2 7.38 0.02 1.18 0.02 3 12.00 -0.09 1.92 0.04 4 12.00 -0.04 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.01 1.92 0.01 7 14.75 -0.25 2.36 0.11 RExt 1.00 0.03 LOAD ID 13 : Live ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.06 1 9.52 -0.16 1.52 0.10 2 7.38 0.05 1.18 0.04 3 12.00 -0.21 1.92 0.11 4 12.00 -0.10 1.92 0.05 5 12.00 -0.19 1.92 0.10 A-385 10/1/2021 Roo fDesl.out 6 12.00 0.04 1.92 0.02 7 14.75 -0.62 2.36 0.26 RExt 1.00 0.08 LOAD ID 14 : Dead+0.3Wind Pressurel ---------------------------------------------------------------------- Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.52 -0.07 1.52 0.04 2 7.38 0.02 1.18 0.02 3 12.00 -0.09 1.92 0.05 4 12.00 -0.04 1.92 0.02 5 12.00 -0.08 1.92 0.04 6 12.00 0.02 1.92 0.01 7 14.75 -0.27 2.36 0.11 RExt 1.00 0.03 LOAD ID 15 : Dead+0.3Wind Suctionl ---------------------------------------------------------------------- - - - Bay Offset Deflect(in) - Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.05 1 9.52 0.11 1.52 0.08 2 7.38 -0.04 1.18 0.03 3 12.00 0.16 1.92 0.08 4 12.00 0.07 1.92 0.04 5 12.00 0.14 1.92 0.07 6 12.00 -0.03 1.92 0.01 7 14.75 0.46 2.36 0.19 RExt 1.00 -0.06 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A In-Plane Roof Force 10/ 1/21 12:35pm Win (k) = Design load in the plane of the purlin web Wout(k) = Design load in the plane of the purlin flange P1 (k) = Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Line Load --Roof_Load-- Id Id Id Win Wout P1 ---- ---- ---- ------ ------ ------ 2 1 1 9.69 0.81 -0.03 2 2 1 15.57 1.30 0.02 2 3 1 17.86 1.49 0.13 2 4 1 22.12 1.84 0.21 2 5 1 22.12 1.84 0.21 2 6 1 22.12 1.84 0.11 2 7 1 24.66 2.05 -0.23 2 8 1 14.52 1.21 -0.27 3 1 1 9.69 -0.81 -0.03 3 2 1 15.57 -1.30 0.02 3 3 1 17.86 -1.49 0.13 3 4 1 22.12 -1.84 0.21 3 5 1 22.12 -1.84 0.21 A-386 10/1/2021 R.00 fDPSi.0Vt 3 6 1 22.12 -1.84 0.11 3 7 1 24.66 -2.05 -0.23 3 8 1 14.52 -1.21 -0.27 STANDARD CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 3 RF 12 Weld clip @951 0.220 0.32 0.28 1.16 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Id Id No. Attachment Id Thick Calc Limit UC ---- ---- --- ------------- ------ ----- ----- ----- ---- 2 RF 1 Gusset clip @952 0.220 -0.27 0.97 0.28 3 RF 1 Gusset clip @952 0.220 -0.27 0.97 0.28 PURLIN ANTI ROLL LOCATION: Surf Line No. Id Id Purlin Purlin Location ---- ---- ------ ------------------------- 2 RF 1 11 3 RF 1 2 PANEL SHEAR/DIAPHRAGM: Surf Line Panel-Shear -De£lection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 RF 7.2 90.0 0.00 0.00 3 RF 7.2 90.0 0.00 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Panel Design 10/ 1/21 12:35pm PANEL LAYOUT: Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 3 KR6- KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 PANEL STRENGTH: --------Support-------- ---------Midspan-------- Surf Load Moment(£t-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3 0.15 A-3 8 7 10/1/2021 R0f)fDeS2.0v± 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 2 Center 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 17.5 -37.9 111.7 0.34 0.8 20.7 138.3 0.15 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 2.0 -18.5 111.7 0.17 0.8 10.9 138.3 0.08 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 17.5 -27.9 111.7 0.25 0.8 15.3 138.3 0.11 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 10 17.5 -38.8 111.7 0.35 0.8 21.0 138.3 0.15 2 Right 1 31.8 20.3 138.3 0.15 13.1 -9.0 111.7 0.08 2 31.8 2.7 138.3 0.02 13.1 -1.2 111.7 0.01 3 31.8 15.2 138.3 0.11 13.1 -6.7 111.7 0.06 4 31.8 -62.3 111.7 0.56 0.8 28.5 138.3 0.21 5 31.8 25.3 138.3 0.18 13.1 -11.2 111.7 0.10 6 31.8 -32.8 111.7 0.29 0.8 16.7 138.3 0.12 7 31.8 12.1 138.3 0.09 13.1 -5.3 111.7 0.05 8 31.8 -46.0 111.7 0.41 0.8 21.1 138.3- 0.15_ -- - --- - ------ 9 31.8 14.1 138.3 0.10 13.1 -6.2 111.7 0.06 --- - ---- ____ 10 31.8 -63.3 111.7 0.57 0.8 28.8 138.3 0.21 ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 3 Left 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 3 Center 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 15.6 -37.9 111.7 0.34 32.3 20.7 138.3 0.15 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 31.1 -18.5 111.7 0.17 32.3 10.9 138.3 0.08 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 15.6 -27.9 111.7 0.25 32.3 15.3 138.3 0.11 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 15.6 -38.8 111.7 0.35 32.3 21.0 138.3 0.15 3 Right 1 1.3 20.3 138.3 0.15 20.0 -9.0 111.7 0.08 2 1.3 2.7 138.3 0.02 20.0 -1.2 111.7 0.01 3 1.3 15.2 138.3 0.11 20.0 -6.7 111.7 0.06 4 1.3 -62.3 111.7 0.56 32.3 28.5 138.3 0.21 5 1.3 25.3 138.3 0.18 20.0 -11.2 111.7 0.10 6 1.3 -32.8 111.7 0.29 32.3 16.7 138.3 0.12 7 1.3 12.1 138.3 0.09 20.0 -5.3 111.7 0.05 8 1.3 -46.0 111.7 0.41 32.3 21.1 138.3 0.15 9 1.3 14.1 138.3 0.10 20.0 -6.2 111.7 0.06 10 1.3 -63.3 111.7 0.57 32.3 28.8 138.3 0.21 PANEL DEFLECTION: Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio -- - -------- - -- ------ ----- ----- ----- A-388 10/2/2022 Roo fpeS:Lxkt - 2 Left 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 2 Center 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.03 2 Right 11 13.2 -0.01 0.58 0.01 12 13.2 -0.01 0.58 0.01 13 13.2 0.02 0.58 0.04 ---- -------- ---- ------ ----- ----- ----- 3 Left 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 3 Center 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.03 3 Right 11 20.0 -0.01 0.58 0.01 12 20.0 -0.01 0.58 0.01 13 20.0 0.02 0.58 0.04 LOAD COMBINATION: Load Id Description ---- ----------- 1 Dead+Live 2 Dead 3 Dead+0.6Wind_Pressurel 4 Dead+0.6Wind_Suctionl 5 Dead+0.75Live+0.45Wind_Pressurel 6 Dead+0.75Live+0.45Wind_Suctionl 7 Dead+0.45Wind_Pressurel 8 Dead+0.45Wind_Suctionl 9 0.6Dead+0.6Wind_Pressurel 10 0.6Dead+0.6Wind_Suctionl 11 Live 12 wind_Pressurel 13 Wind_Suctionl -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Attachment Loads 10/ 1/21 12:35pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ROOF LOADS EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Walll Wa112 Roof React Walll Wa112 Roof React -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 0.00 9.77 0.96 0.00 11.94 0.008 0.002 0.17 0.59 1 16.50 0.00 0.92 0.00 0.00 0.000 0.004 0.27 0.00 1 33.00 0.00 0.50 0.00 0.00 0.000 0.002 0.27 0.00 1 49.50 0.00 1.10 0.00 0.00 0.000 0.005 0.27 0.00 1 66.00 9.77 0.87 0.00 11.94 0.008 0.002 0.17 0.59 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 3.37 2.18 0.00 11.94 0.002 0.008 0.17 0.59 3 16.50 4.84 0.00 0.00 0.00 0.004 0.000 0.27 0.00 3 33.00 2.62 0.00 0.00 0.00 0.002 0.000 0.27 0.00 3 49.50 5.80 0.00 0.00 0.00 0.005 0.000 0.27 0.00 3 66.00 2.90 2.18 0.00 11.94 0.002 0.008 0.17 0.59 A-3 89 10A1/2021 ROO fDPS1.Dut ROOF SHEAR EW Attach-Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 16.50 1.21 0.41 1 16.50 33.00 0.29 0.14 1 33.00 49.50 -0.20 -0.14 1 49.50 66.00 -1.30 -0.41 -- ------ ------ ------- ---------- 3 0.00 16.50 6.39 0.41 3 16.50 33.00 1.55 0.14 3 33.00 49.50 -1.07 -0.14 3 49.50 66.00 -6.87 -0.41 (a)Seismic results based on base shear values LOAD COMBINATIONS ----------------- Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD ------------ Seismic Coeff= 0.010 Roof Dead= 10.000 Roof Total= 10.000 Left EW Dead= 2.500 Front SW Dead= 2.500 Right EW Dead= 2.500 Back SW Dead= 2.500 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- K2180744A Roof Diagonal Bracing 10/ 1/21 12:35pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- PANEL SHEAR: Limit = 0.0 Calc Wind = 25.4 Seismic = 4.4 DIAGONAL BRACING: Brace_Tension(k) Bay Brace-Locate ------Diag-Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 0.00 16.50 R 0.625 RD05- 2.88 7.34 0.21 7.34 0.39 16.50 33.00 R 0.625 RD05- 0.70 7.34 0.07 7.34 0.10 33.00 49.50 R 0.625 RD05- 0.48 7.34 0.07 7.34 0.07 49.50 66.00 R 0.625 RD05- 3.10 7.34 0.21 7.34 0.42 4 0.00 16.50 R 0.625 RD05- 2.33 7.34 0.17 7.34 0.32 16.50 33.00 R 0.625 RD05- 0.56 7.34 0.06 7.34 0.08 33.00 49.50 R 0.625 RD05- 0.39 7.34 0.06 7.34 0.05 49.50 66.00 R 0.625 RD05- 2.50 7.34 0.17 7.34 0.34 A-390