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Structural Design Calculation Page 164-390
• LU rdL U. ., UYYCL.I.0 LClllj L11 LC L L IllYlll: VVLU,l.11 DL GI:CW=._L jlll_ VU I.' 111 ". :.'1• .. .. ' 95Z067 ;. 2': 9167 '.'15:1.7 .. .. 3.;75 0...' .:: ;.'57:9: 0:00 0.50..' LOAD rD:0;6Wind.Pressure GIRT-ACTIONS:. --___--=Shear(k)..---;=-=-.==•...-----------==-Moment:(f=k)--_________---=.. _ Ba:y .'.'Left. Left ...Right• . Right - • Left •. Left. 'Mid-Sp;an Rigkit Ri ht: g Id Sup: :Lap,. .L.ap ...: -Sup Sup Lap - Mom;.'- ' . L•oc- .. .L-ap' .. -Sup. 1 , 0.:73. -0:73 : .. ;0:0:0 ..:. -2::77 7•; 58 0,: 00:: .. .:STRENGTH/DEFLECTION::'. Bay . -.!'----.:""-Shear.(k):-_-=--- .==--=Moment.(f-k)=-=-== . =Mom+Shr=: Deflect'(in)- Id. Loc. Calc Limit: UC- Loc- Calc Limit c. .UC . Lo'.' UC',.. Calc Limit 1 . LSup.. 0::7'3. .3.:02. 0:2:4' .•MidS, .=2.,37. 7.13. 0:3:9 . LZap. 0':32: 0..26,,. A�.lb4 �A 166: ... A1.167 �A.168: 5 LLap:.-0.'53. ..3:02. 0:1'8 •'LLap:. -0.;72 :7.13- 0:1'0 LLap.'O.20 0.02:•'• LAP BOLT SHEARIBEARING.: . Bolt. Size ."=O. 500:..(A307-) Bay ----.-.Left . Lap (k).--_--- . =-==_Right -L:ap'(kJ: . Td - Calc . Shear., 'Bear., UC : ' Ca1c ;Shear. Beat.. UC 4 0. 30 2. 65 . 2.11: •0: T'4 . . 5' . ':0.30 ...2, 65. "2.11 ..0.-14 DEFLECT.ION.: (Working Load) • . .. :: .. . • , . . Spari , . Wirid Pressure: : -, W rid Su' tibn. .".: . Id ': C. a1c,'. Limit. .. •- - Ca1c Limit .. . • -4 : -0:.'01 1.29. 0..01 . "-1:29. 5 ... -0', O1.'. 1, 2'9. , , : 0. 01 1 29 .. , . A•r.170: A.-.1 73 : . Span Wind Pressure .. Wind Suction Id 'Cal-c: '- Limit ' ..:: :Cale.. Limilt . 1 . .0:00 0:.49 0.•00: 0..49. •.. .. 2 '0:00'. 0...49 .. 0-.00.. 0.49 :• . ': __________________________'_______=________=___=_______=___=_= .. K2180744A Wal1' 4.. - Girt Design 9. (L:ocat' 7.50):. ____________________________________- .. 1'0/ '4/21:.'10 21am: GLRT LAYOUT: Available:. .. Reduction- Bay Design =-Lap (ft)..-- :.' Load No.:. .'Factor :. Id • Part._ T,ocate •'Length T�eft .. Ri:ght '..'Width Brace Weight Out Iri:.' .•' 2 95Z067' 7:5000 - 9:67 1.19 .. 4.0'4 :0 .. .....41:5'.. 0-:06 0:70 3 7 95Z067 ..:: , 500'0 9.'67' : 1:19 .... .'• 4; 04 0 LOAD TD:0.6Wind 'Pressure GIRT ACTIONS.. _ .; --------------Moment.(f-k:)--------------- Bay Left'... Left'. Right 'Ri h:t 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 .1.:39. 3 0. 65. 0:: 52 1:3.9' 0.70.--0:.-62 ..::6.22. - -0-. 00: STRENGTH/DEFLECTION:: . . .. A .174 Job"No: K2180744A.• Designer:. JMH" KIRBY .. customer Kings Commercial Center. Checker"' BUILDING :. SYSTEMS - ' `. Address- . Lots. 1 &2 .. B1ock : B;.. Kirigs Hwy : •'Seal • Engr. ' :e¢rreksoiuTioks senEReuuoiNcs: :Fort',Pier.ce; 'Ft.34948 Revision 4- BayShear (k):--=-_-= .'. -==--Momerit"(f=k) - 7-=- 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, . .==--Lef:t Lap(k)----:-- . .-=--- . ight_Lap (.k) ----- . .. ... .. . . .Id Calc" Shear-. Beam `UC Calc Shear-. Bear UC ' 2 . ... ; . ; 0.29 ; . 2.. 65 .. 2.1f, 0.:14 . .. .0:2.9- .2..-65,-2;1:1- 0-..1-4 "LOAD -ID:0-:.6Wirid Suction -------------- -GIRT -ACTIONS :. •.. :, -=-=----=Shear(k)---:---=..-- •------- .----- ---Moment.(f=kl.--: Bay _ Lef.tLeft :Ri: ght. Right . Le.ft---=.-=-=----:-. -'.'Left. "Mi&Span'. .. Right,- Right. " Id . . Sup Lap. ". Lap. .:..Sup" .. Sup :• Lap ' •' . Motn Loc-- :: Lap -Si 2 -0: 3:9 • 0:: 58 .. 0:71 ;0: 00 0; 68 .. 3:.45 .. . -0":77 -1. 54 3 -0.71=0:58:.' .0.:39" .. �1:54 :-0.77 • '0.68: 6..22 .. 0.00... .. ; STRENGTH/DEFLECTION: Bay -----Stiear.(k) .. Moment(f-k)•---==- -Mom+Shr-.-. -Deflect(in) Id' • Loc .. •Cale " Limit . UC' • Loc- , ., Ci16 ' Limit',. UC' Loc . - UC" Ca1c . Limit 2 RLap_ 0: 58 :. 3'. 02' 0:19 • RLap.. ;-0.77 ;. 7.13 0:11 RLap- �0.22': 0. 02.. . 3 • LLap .. -0:: 58- _' 3. 02': 0.19' L'Lap ..•-0;: 77 ,.' 7.13 . 0.11' LLap . 0.22 0:: 02 .... .. . LAP BOLT SHEAR/BEARING:. Bolt :Size.. =0:500 ;.(A3071) :.Bay . =---=Left: -Lap (k) =-=-== .----=Rigfia_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. Calc . Limit. =. A-.175 Td '. Loc. .'_..Caic. Limit ... UC' . Loc Calb: Limit.. UC' : Loc .'. ✓ .UC. ✓Calc . timit '. l'?6 77. STRENGTH/DEFLE.CTION;:: Bay.: :---=.-=-Shear:{k)•=.-=-=-- ' :---=.-Moment (f-k).-=-=-- =Mom+Shr-,'_'Defle.ct (in)'.' Id .' Loc- Calc''Limit ' ' UC Loc' - -Calc'"Limit" UC ' Loc' UC. Cale Limit 4 RLap.. ' 0.58 3'. 02' ,0-.19 RLap..' -0.77 7 .1.3. 0.'11 ' RLap.. 0.22 .' ' .0. 02.. ' 5 .'' LLap . '-0:. 58' :. '3.02 0 .;19 L'Lap . 70:. 77 ,. '7.13 .'0.11 ' LLap . 0,22' 002.. .LAP' BOLT SHEAR/BEARINGc Bolt :size.. =0.500 :.(A307:)' .. = BaY----:-Left_Lap (k):=-==.-- ----:-RigYit_Lap (.k.) -___— .. Id • . Ca16•Shear• '. Bear. .-UC C616 Shear . Bear: UC 4' 0.32' `2: 65• 2.11 0;15 .. 5: :.0.32' 2.65 2.11 0:15 :•.. -DEFLECTION..: - (Working Load) ..::• _ . Span. '..Wind -Pressure ;. Wihd• Suct ion Id- .. Calc..:Limit Calc.-Limit.' .4 .. �-0.01': 1.29 .. ,0::01 .. :1;29.' . -5 . .'.-0::01.-...1.:29. 0'..01.' 1.29. K218074:4A. ..:: .. Wall -4.'- Girt. Design '12: (LOcate. 7::5'0) . ,:: 10%. 4:/21 .'I0:21am': GIRT LAYOUT::: . . Available..: . Reduction_ Bay :: Design . __Lap.(ft)=-. Load .' No. .:: Factor. ., A -79 _A' 18.I I.d Sup Lap ..:: Lap,_': Sup Sup ::Lap :..'Mom. 'Lod., •.: Lap • :. • Sup: 1 :1.05. --1:'45 . -1.5:5 ,0.00 : : =6.24 .11:89 '.. 5:6:6 :7..95- : 1.22 1::12...-0;79 -=0:90. ..7:4:5 - -6A6. =1':00:..13:83. : 2:56 .3:57: 3 _ . 1.02: 0..91'. =1':00_ -1.10 . : 3:57 2'.42:. _2,.27. 11:50 3.37 :9.62.:: . . . .-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.(k)------- : Moment(f-k)=:-=-== : =Mom+Shr=...DefIec:t'(iri Id : Loc. ..::Cale: Limit .:: UC : Loc. ..: Cale: Limit .:: UC : Loc. _".::UC. Cale '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 : LZa p 6; 06. 6.93 .:0.87 . LLap . 0 .;93. 0,05 A482 - A 183 '� I.'...0. z.•, m (n (n. a. I , SZ • (D . 00'. --J'. rn . cn . H - C. 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V'.V'.'W.Lo V'.'V.V'�l':W.W'.V'.'V .V .V'.W .W '.V-.V .V 'V'.w .W .. A .186 A -87 -4 A.188:. �A..189 . _ A :196 A'l .:..A.192 .. � A-.194 A- ,195 lu rare: 1,Uy;1L.e l,eiiy�ci: l,el� .. Alyny ' wluLu grace, WClyill." "v.uL lu " 2 0.8Z061 . 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 0' 0..70" 4 08Z06.0 15.5000 '20:50 " 3.:94 ":: 3.10'_ :. 0 - 70:2:.' 0:0'0 0:70 " 179.2 LOAD -=--- ID.: 0.kind Pressure --- --=---=---=---=---=--------- --- GIRT ACTIONS:: ---=---=-Shear(k•)' -----,---M&nent(fk -------- 'Left.- left': R ght -,'R ght t Left. Mid -Span i .- ' ht RightBaY Id .,.'..Sup Lap .'... Lap-..': Sup - Sup ." .".:Lap. Mom:: Lob: : Lap . . Sup. 2 =:1. 00'.:: • . ": " '-1.27 :•..0.00. - . 1. 86 ' 1:75 " ". 3. 9.7 3 1.1.0 : • :: -0: 86. 1:23 . . 5. 97 -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. --------- .-;""".;.Moment (f -.--k)=----'-: '=Mom+Shr=: Deflec:t(in). Id . Loc. ..::Cale. Limit .. - UC' . Loc. ..:, :Cale- L'imit... UC . L"oc. , ,.:UG. Ca1c . Limit 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: 69 4 . LLap.'. ' 0::78. _"•:2.6. 0:3.0 . L5up, . '-2::66. .4.:78. 0.5:6� . LSup.�0':59:-0,:30. . .. A 1'96 A .197 - H1040. •0:22: ..0. .2..80. PANEL. ZONE. LAYOUT :..:: .. . -- ft.ftin) __ .(• .'Gist , , Panel' . .: :Zone --=-Wall (Tt)---- 'Bay.. • Load Miri Span' .. "..: I:d ,`Description. ; : Off se:tl.0ffsot2. ': Id•hocate.Width'Thick. (ft).:: .. " 1' Interior. 6-.60. �59A0 3 : • 7:50 5':29: 0:0'60 4:5:8 :•_... _ .9 A 200 . . Bay. ..:Left Left ::Right Right Left. . ;Left MidSpan . : -Right .'Right' ..: . Td Sup ...Lap. -Zap ..:: Sup. .. .•Sup _ . Lap ,-.:Mom. Zoc .. LaP • .; Sup A-20�I A-202 A'203 . A 204 :. Job' No. K21•. V44A: Designer 8 AIRBY .. g's r Customer nt Rin.Commecial Ceer, kie ,.' Ccker. BUILDING,. SYSTEMS �....�o:.�... Address . Lot's 1&2 ..Block : B;.. Kings Hwy : - . `Seal " Engr. ETrEkSOUTTI S.BErr a:BoILDiNs . :Fort'j: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 : l RLap 1:74 7.11 0.24 MidS : . 6: 64 7'.23 .0: 92 RLap' ;0.75., 1.05 ; 2 LLap:.:-•1.57 ;4.24.-0..37 .. LLap:.: 7..63 8,.45. 0.90 LLap:O.•98.. .. 0..11 3. L'Lap 0.:74 3.02..0.25'. LLap ..=3.;71 .-7.•13 0,'52 LLap' 0.•58 0.17 . 4 RLap' ; • . 1:25• 3.02. 0:42 MidS 3:11 4.•99. .0.62. RLap:0'.73.- 0,.5.1 5 - ILap:-.:-1.17 3.02,-0••.39 -'LLap 4:35.. 7•.13. 0-,.61 .. -LLap:0.7.2 . 0..21 :' 6. LLap 1'.:22 - : 3. 02..0-.-40'. MidS 2 .;87 - :A .-99..0.57 . LLap Q.•70 - 0. 4•5 7 RLap; . 1:32• 4.24 0:31 RLap-7;32•- 8.._4.5 .0:87 -- RLap' '0 A2. • 0,..16 8 .. LLap : - -.1. 82.. 11. 72, 0•.16 •• MidS •9.11-- - 9.06. 1-: 01 .. LLap :-0.:51.. - 1. 67 REXt . - LSup-.0•.;15 • 11-7. 2 0.. 01 . LSup .-.0 . 07 12 .95 .0.. 01 . LSup 0..00 .-0, 2.1 :LAP BOLT SHEAR/BEARING: - Bolt-.=:-O.:500 ..(A307)... • . Bay.-----Left_Lap(k)------..-=---Right_Lap(k)-----. -Id-'. Cale 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 2.1.1 0:44 0.7.3 2.65 2.1.1 0:34 4 .. 0.73. .2:.65 .. 2.If. O.'34'..:1.22 2..65 ..'2. If-0.:58 5 1:22 2..65 2:1.1 0-:.58 1.1.7 2..65 2.11 0:.56 6 1.1.7 2.65 :• 2.1.1 0.:56 0.82 2.65 :• 2.1.1 0.'39 7 ..0.92, 2'.65 ..2.36:0.:39 '..1.09 2..65 ..2.36.0.46 '8 ' 1:5:1 2..65 3:3:1 0:57 LOAD ID' 5. •Dead+Coll-ater,al+0..75Live+O.45Wind.Pressurel ..REACTIONS:. :. . ---= -�Sh6ar(k)=.---=--- --,---------=Moment(f:-k)=----------- Bay Left Left• Right . --Right- ,. Left ;. • Left MidSpan Right ..'Righ-t . Id .. Sup Lap' Lap:. Sup ... Sup'.. Lap Mom . .....Loc'.'. I;ap... . ::Sup ZExt :. 0;00 .. .. -: ;0::20 _ 0:00 .. 0:0:6 1:11..:: .: 0;22 1 - 0: 93 =1':37;=1_:55. ...• 0::22 •. =4.47 1O':15:.' 5•;.8'8-' ...•8.71 --2.,. -1 .,49 1.32 : -=1. 08 -1:18 8:71 ".•5. 99' =3. 5I'.• •16. 38 ': 2 : 84 .' 4 .19 0 .; 7:6 0 A-5 =0:: 48 ..--0': 58 ' 4.19 3: 35 .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.,6:9 ..: 6 113 1.0-3•=0:95..-1:05 4:69 3:40 =2.37 1Z.44 2:53. 3.72. .'. '. 7 0.•92 . 0'. 81: - =1 ..09.. =1 :27. " ..3-: 72. 2. 69 =0. 93 10.11.. .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 .. STRENGTH/DEFLECTION:.- BayMotrient.(f=k):-=-==- -Mom+Shr_ . Deflect.(in). Id.' to ." .:: Calc 'Limit . . UC. ' Loc .".:: Calc ' Zimit . . UC. Loc .'.:: UC' . Calc ..Limit. LExt .RSup: -0',:20,'. 7:1:1 0:03 .'RSup: ' 0,:22. 10.3:3 0.02 ,.RSup: 0:0-4 1.- 'RLap .::-1. 37 -: 7 :11 :0;19. RLap ,:: 5.88 ':1'0. 33 :0; 57. RLap ,:0.60 . =:0-. 70 .: 2. .LLap. . 1::-32:';4.24' 0.,31. .'LLap. : 5::99, .:8.45 0::71. .Ltap. 0:7.7 =0.'67. 3 . LLap' 0 ,:65.. 3 : 02' 0 : 22 .-LLap: . 3 .:35..5 : 6:8 0.59 LI a�: 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' : A 206 A.207 .. .. .. .. A�209: A -2 -0. 6. ..:12; 00.- =0:23 1. 92 0. 12 7 .. 12::00. _ ..0.04 . 1:. 92 :...0; 02: 8.. 14:75 . -0:75 . 2.:36. 0::32 RExt. .. 1:00. 0:09 . .. _ . LOAD ID: 14 , : :Dead+O:.�3Wirid Press:urel Bay Offset. . Deflect (.in)... ------------------ Id. .(ft): . Cald Lihiit.-. Ratio. LE.xt .'. 0':00 .:0.06 ... 1. 13;58 . -0;19 . 2',.17.. `0::09. A-21 �1:. . ...A 21"3 A 214 A 215 A 21 A-217 . 218 : K21 044A•JobN.o Designer JMH•' KIRBY " .. BUILDING . �ustomar - :Kih S':Coromerc a1 Center. ." Checker. SYSTEMS". . Address .Lots. 1&2..B1ock:B;..Kings Hwy :•.`Seal Engr. .. .. eBrreasownOks serrEx.euaoiNci. Tortl Pierce; FL .34948. Revision '# 4 ". - RLap' ..=0'.:56 - :"3.02..0-.19'. ' RLap:..' .1.:91 : 7 .13, .0.27 . • RLap: 0.33 . ". -0.:23 5 LLap' ' - . 0; 52- 3.02 .0.17 Lap* : _ 1: 96 7.'.13 •0 :27 LLap::0.32.:-0...10' 6 LLap 0-. 54 3.02 ;0'.18' ZLa p :." 7.13. 0'.25 •" LLap 0 31, 0..19 :7 . RLap ..-G.'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. O..OQ I;Sup:'0.00 . - 0.08:. LAP:'BOLT .SHEAR/BEARING: .." ..Bolt .='0-.500 :(A307). ...".BId _ _ p' ---- . Ca1cLSheara.. Bear--UC:... Ca1Right_Lap.(k.)=---�., --Shear- .Bear:. UC .' 1 ..0-..6.46 2:65 2..8.0 0-,2.4 2 '.. 0.54 2:. 6-..'-2. 3 6 '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 2:11 0:18 _ - 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 I:D 7.. : Dead+:Collatera1+0:.75Lir+0.-45Wind.. Sudtion:l REACTIONS .. --=------Sfiear (k)---:---=.--- ..--:---=.----- --Moment (f-k) -:---=.---------- • Bay Left Left. R:ight.. -Right .. L.eft ..Left MidSpan '.. Right :.Right Id Sup Lap Lap .: Sup'.. -.'Su .. Lap � .:Mom � Lod .: Lap-_ ' Sup.' LExt ..0.'00 0.11 0:00 -. "0.03'.: 1".11 -0:12 _. 1 -0:46 0:40.': 0':43 ,. '-0.12 2:03 9:40..-1::61-..-2,41 :.. 2 .. -0;35 =0.31' 0:21. 0:24 1-2.41" -1:T7 ". 0.66 1T:53. =0:47 -0.74" 3" - -0 .;15 ' _-0.13 . 0,12.."" 0 :14 :. =0.; 74 : -0.57' " .=-0.17'. 7,87 '-0 : 53 . -0: 68 4 :.-0:22 =0.20 0:23.. 0'.26 .,' -0.68 "-0:43 "0:57 "11:20.'.-0:78',.'-1,01 5 -0;24 =0'.22 "0:22. 0:24"' :.-1,07: -0:80 " ". 0'.37 11.97. =0:81 -1.08 '6 ".--0.26' =0.23'. 0,20 0:22 '. =1:08 ' -0.79' 0.59'. 12,92 -0.39 . -0;64 - :.-7 . -017 ; =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 '6 18'. 99. -0 . 02 RExt .-0.05 0.00 =0::02 :: ".' =:0. 01 , 0, 50 : 0; 0.0 •... .:STRENGT.H/DEFLECTION:r ,pay,.S3hear -- (.k)=-=-==-. . ---=-Moment (f-k)'-=----. -Mom+Shr_ . Deflect. in .'Id . Loc': . Cala. Limit UC . Loc': Calc'.'Limi:t .UC -. L' : -UC : .'Call. Limit LExt.' .'RSup. 0:.11 ,'.:7.-11 0::02. .RSup. - " -0::12 .'10.33' 0.:01. .'RSup 0: 02 •=0.:1.1 " 1 .'LSup: -0..46.. 7:1:1 0:06 . MidS: .. 2.:03.'. 7:23 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. .II,ap. -0'.13 :3. 02 ' 0 ::04. . tLap. -0:. 57 ' ..7.13`0 ::08. LLap. 0: 0:9 =0..0-3 " 4 .RLap 0.23- . 3: 02 0: 08 ,'MidS: 0"; 57 '. 4 . 9:9 0:11 ,RLap: 0.'1'3 : 0. 09: 0.22 : '3 : 02 :0.07. ' RLap ,::-0.81 ': 7.13 :0-, 11. ' RLap •.'0.13 :0.04 p ' -.0-:: 23 ' :3.02 '0::08. .'MidS. 0::59 4.99 0::12.' -'LLap. 0:1:4" . :0.:10. 7" .'RLap: ' 0.27. 4.2:4' 0.06 RLap: •' -1".:81', . 8.45 0:21 ;RLap: -0:22 =0:'07: = 8- RSup.. 0,51':11:72 :0:04.' 'MidS, : 2.67 9:06 :0:29. 'LLap;0.12'' 0.47',:: . " ... A 219 .RExt . LSup' , .-0'.:05 11.•72..0.. 00-. LSu l .=0.:02 12.-95..0. 00'. LSup' 0:00 0. 0.6 LAP'BOLT SHEAR/BEARING Bo-lt` =:0.800-(A307.) ..; Bay .__-=-Lef.t' Lap,W -----_ . ----- Right _Lap (.k) 'Id. Calc,Shear. Bear, UC Calc I:_ Shear. Bea UC 1 0.34� :. 2:•. 65- .. 2. 80:0.13 . ... 2- -0.-2' 2..-65- 2; 3.6 0 ..12 0;1:6 2.. 65'. 2.36 0. 07 3 0..1.5 2465 - 2..1.1• -0. 07. : 0..1.4 2: 65 2.1.1 '0.07. 4 ..0.14:-2:-.65 ..2.11; 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-,'0 6. 7' .. 0.14 . 2'.. 6 5 ..-2. 6 0 .:0 6 0.26 . 2:. 65`-- 2.36 •0.:11 8 . 0; 3:6 2.. 65 . 3; 3.1, 0 .'.13 LOAD ID 8 : Dead+.Col1ateral+0.A5Wind Suctionl•• REACTI.ONS:' .... .. ---=--=.-=Shear(:k)-=.---=--- -=.-=-=----- --=Moment (f:-k).=.-=-=----:---=.-- • Bay Left Left Right :.Right.'.., Left :• Left • M dSpan Right '.. Right • :.::. Id-*. Sup. Lap _. ..Lap: Sup ' : Sup.'_ - . Lap,. Mom Loc. .Lap Slip LExt 0.:.00 -0:. 20 .. 0. 00 -0. 0.6 - .1:11 .: -0.23 0:9041 ... 1_.17 -0:.23 .. 4.16 9:75:. -4.. -6.:56 2 '.-1A6' -70.94. 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 '. -2:17 -0..66 8.09 -1::61 ..'=2:06 • 4 '..-'-0:7'0 :-0. 63 ,-0:74:. 0., 82.... -2:. 06 ..-1.27 :• 1. 8A 11:09: -2.; 52 5 ' : -0. 77 =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 : 41 .1. 72 12::59 .: -1:. 60.. -2.41 :. .7'..-0;61 :=0'.53 0:79:- 0.,92 ..-2:.41 ..-1:74 :.0.49: 9:57;. =4.;46 .-6.:12' 8 :'-1.23 •',=:1.11 1:03 :. -6.;12. -3.86' :.,'5.6T.' 1;8-.34.,' :. -0:05 RExt :. -O:O:g ... _, . 0::00 .. -0:05 =0:0:1• 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 0.20. . 7.:1:1 0:03 ;'RSup: =0.23.. 10.33 0.02 :. RSup 0:0'4 . '0.'21: 1 '.RLap . ... 1. 05_ : 7:11 .0:15.' ' MidS .- 4 .16.: -7 :23 .0-."5 7 • : RLap ..0 ..45 .0. 66•: 2 LLap. =0::94..4.24' 0:22.-,'LLap- =4:.62..:8.45 0:55. :LLap. 0:5:9' . "0. 1. 3 . Uap:. _0..44-.'- 302 0.15 -.'LLap: =2*.•17.. 7:1:3 0:30 .'LLap:.0:3'4 . :'0'.10: 4. .RLap... 0.74': 3:02 •0..25.' 'MidS', . .1.84 4:9'9 .0:37. RLap:0..43 .' :0.30 5.-.LLap- -0::69...3.02 0:23. .LLap. -2:.58:..7.�13A 36, .-LLap. 0.43 --.-0..12. ''. 6 LLap: -0'.72... 3:02 0:24 . MidS: 1'.72-.". 4.9:9 0:34 :.-LLap: 0:41 . • .-0.'27' 7. 'RLap.:: 0.79 4.24 '0;19. 'RLap, .-4.46 8:45 :0;53: RLap.-0..56 :=:0.101.:: . . 8- :LLap -l.:ll :11.72' 0::09. .'MidS 5::67 ,Y..9.06' 0.':63. :I;Lap.0.3:1 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. (A30.7) . . . A-220 , 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 2-A9 -1A6 1.6:38 1'.18 .. '1:74 3 .: '0.32 0.27- =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 '71.11 _ -1.1.04.. 1.51 2:.07 .5 :. 0:46 0.4:1- =0:40.:-0:.45 _ 2.07 1:.5-5 -'-0.72 12:14.. 1:.44 .. 1:95 6 .. 0:47 0.43 =0:39: -0., 44 1:.95 .. 1:41 -0'. 9.8: 12.94:. 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 : 67 "0 : 59 -0:: 45 .. 3 :26 2 : 04 =2 A 17:. 66 :... 0 : 0.2 RExt. 0.; 04 0.: 00. ...0: 02 '.. 0.00: 0: 50:. 0. 00 -STRENGTH%DEFLECTION: (k)=---=-='.. --_=,, Moment..(:f-k)---:=-= .. -Mom+Sh:r-' ' Deflect ::Id - ."Loc. Calc . Limit' UC .loc.' Cac . Limit " UC .Loc. UC : Cal'c Limit tExt',:•RSup -0..08.:: 7:I1.0::01-_.RSupl� 0.09„'10:33 0.:01 ..LSup.-0..00' ':0.09'. . •l .'RLap• =0:57 .. 7.:11' 0.':08-, . RLap; 2::44 . 10.33 0.;24-- .RLap 0.25 =0.29 ',. .2 :.ILap • 0.55, 4:24 0:13 :.'LLap:j .. 2'.49:. 8:4:5 0:29 ; LLap 0.32 3 ..'LLap. 0.27.•: 3:02 0::09 'LLap, T.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. -0::45 :..4.24- 0::11. ,RLap. 2::32 , ..8.24 0:2'8. .'RLap 0.29' ."0._03. LLap 0..59. 11.72 0.05 :.'MidS: =2.63. 12:9:5 0:20 -. LLap: 0.17 '0.49: RExt.'LSup.:: 0.04':11:72'0.00:'LSup: 0.02 :12.95-0..00.'LSup:0.00 -:0.06. LAP..BOLT SHEAR/$EARINGc: Bolt. _: 'O.500 .(A307:) B, ay ap.(k) __--=-=-=-=R'igYit_Lap (k):---== Id. :Cale ,Shear. 'Bear : : UC ':Cale .:Shear: Bear •:: UC 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: • . :. _ A 221 A-222 A 223 Job' No. K21 0744A. Designer JMH•' KIRBY'.." BUILDING. Customer Kings"_Commercial Center.. . -Checker. SYSTEMS .....ae..d.., Address' . hots. 1&2..Block : B;.. Kin s Hw. g y Seal"Engr. iUEA$6LUTIONS SMER;BOIIBING$ ; :Fort ,Pierce; "FL .34948,'. Revision W Bay Offset'. Deflect(in) J ' Id .. (ft); Cald .Limit ' Ratio. LExt .0•.00. :0.06 . .. ... . ,.. . . 1 13:58 :. _0-.19 •'.2:17. 0..09 '2. 14•.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 -7. . . 6 12..00. -0.:10 . .1.'92 :. 0'.05'.. " 7 .. 12:00 0..02 .1:92' .0..01 0-:33. '2 36.. 0:14 AExt 1..00 0.:04 LOAD ID_15: .D.ead+0:3Wind-'Suctionl: Bay -..Offset :Deflect (in): :.. Td . .. (:ft ), .. 'Ca lc Limit.. " 'Ratio :• . LExt '.. 0.00 :" -0:.10 7..• 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 -0:0:6 .,. K21807;44A .. In, -Plane Roof ,Force - "..�.." . ------------------- 1'0/ ;4/21..' ll c 17am:."• Win (k) .= Design load ;in" the plane'. of the purli:n• 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 L"ine.'Load "-*Roof Load-= ... . Id • . Id• Id.... Win: Wout. Pl.',.. • . .. . 2 .'.:1 1':• .13.44• 1::12:.-0.14':" ... .2 -2.- ': 1. 26. 06: 2..17.'.-0:: 07 .... . 2' . ':.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.-: 1.84 . 0 .:21. 2 7 . - ' 1 22.12. 1::"84 0.11 .. 2 . ..8:.: 1..:. 29'.66: 2",:05 '-0:..23..: 2. 9....::1. : 1:4'. 52' :: -1. 21 " ' -0.27 .3 1 ''1,: • . 13.A4.-1:.12 ": -0.14 .: 3 : . 2. ._ 1 .., 26":06:-2".:17• .-0::'07 .. A2 - 24. A-225. A_ . .. � 2 26 4'• 0.:06 .. ' ' -0: 06 :• 0.. 00 -0.33 ;'_ 1:1.59.. 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 ; _ 11'.54.. - 0i.0'0 8 :.. 0.: 05 .' .:. '.. -0:, 05. ':. 0.00 -0 :2:1 '.9.15 0: 00 S TR-ENGW DE FLE.CT ION-:. Ba Shea'r k .- ----- ---- Moment:. f-k. = ---- . -Mom+SHr- Deflect (in) talc.. Limit :. UC .. Lod :. CaYc.. -Limit :. UC .. Lod .: UC Calc -Limit'., 1 :. LSup 0:07. 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 .45 -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 =0. 01 •4 :. LSup � 0: 06..'- 4 :24 0:01 . MidS '=0:33:. • 8:45 0:04 :. LSup '0,'00 =0. 06 5 „ Lsup - 0, 06.. '4 :24 0':01 '„ MidS -0. 33._ '8:45 0:: 04 „ LSup : 0. 00 • ,=0. 06 6 .LSup- 0 : 06 .' ;•4 .29' 0-; 01 .'MidS : 0:: 33 :. 8 .:45 0,; 04 - : LSup• 0 : 00 -'40 A.6 7 ; RSup =O':06.. 4:2.4 0:01 ; Mid$ =0.33: 8:45 0:04 '. LSup• 0:00 -0.0.6 8- .. LSu p:- 0.05,. -'3.02 :0':02'.• MidS -0,21„ .7:1'3 •0::03 LS4'.0.00' -:0.03': 'SUPPORT• CONNECTION.: Bolt .='0:5-00 JA307:) ___Bolt 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:: 0 4 2 . 6 5 . 3:. 31 ."0 ., 01. 3 2 0.02.. 2:6:5 . 2..11. 0.01: . 4. 2 0.03 : 2:65 . 2.86 :0'.01'.:: . . 5.' - :2- . 0'.'03..:2.65 . 2:.'36 0.:01.. _ :• .. .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::'l l 0 .:01. LOAD ID: 3.;::Dead+0::'6Wind -Pressurel:. Ar227 ... 228 KIRBY ." BUI�DiNG Job No. K2180744A.w Designer". JMH c,istomer 'Kin1s'.Commercial s. . Center.." Checker.' " SYSTEMS'- Address . Lot'' - 1&2..B1ock : B;.. Kirigs Hwy : 'Seal" Engr. BETTER.S6LU71ONSIBETTEB:e6(LDINGt:: Forte.Pier.ce; �.• -Ft.34948 : Revision # STRENGTH/DEFLECTION c .. ' Bay =-=-=-=Shear'(k)-_---== ":. ---'--:Moment. --=-I= )= =Mom+Shr=. Deflect(in), : Id Loc Calc- Limit.. UC Loc 1 :. Calc Limit.: - UC' . Loc :." UC.." - Calc :,Limit .: ." . . : 1 : LSup.: . 0:561- 9-.81 .0:06 MidS, .=3:74• 11-.96 .0:31 LSup.:0:00. -0..74' 2' LSup:.. •0-60-11-.72.:0.-.05' MidS:.:-A-.25 12:95.0•.33 . ZSup:O.00-. ..=0.90:. . -RSup-, .-0'.'29 :3.•02 .0.10-. MidS =T.00 :7.13 .0.14-: LSup' 0'.00 -0.-08 4 LSu P 0A 4.24 0:11 .MidS -2:79" 8-.45 .0:33 - LSup 0:00." -0..54. LSu p � 0:48.. 4-.24:0..11' . MidS - 2:79 8.45 :0:•.33 • LSup :'0.00_ .' .-0.59 .. 6: LSup 0.48 A.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 Capacity (k)-=.-c Bay'.. Bolt . :Shear. _ gear.: - .. Id ' -Ro.w talc - Limit Limit. U:C '.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 5 ' ....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' I1 - 6 .: Dead+0 A5Wind_Pres�surel .• .. .REACTIONS: --------- Shear (:k) --.------- -------------------------- _Moment (.f:-k) = . 'Bay Left Left Right. :Ri;ght .. - Left :. Left •M dSpan .:Right .: Rigkit Id. : Sup Lap Trap;. 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. ..I _0'. 00_ ._ - :=1 '.73 • 14'. 23:. .. 0.00 --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 =1.14. ' 11-: 54 .'.:: 0.0-0 : .. =0..16 ": 0; 00 • =0'.71 9.15.' •0.00 STRENGTH/DEFLECTION: = •Bay." :---=---Shear:(k)==--=-=. ---=-Moment (:f-k)'==-_-=: ':-Mom+Shx- . Deflect (in) . Id--loc.. 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. 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" :.: 0: 00 ' -0.03 . : -0..01 :'. •0. ' : 0.00.50.. .. :.; STRENGTH/DEFLECTION': "Bay " ==--=.--Sfiear (k)-----"--- " _=- _Moment (f=k) =.----- . -Mom+Shr= .Def lect (.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. 4.2-4 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.•29 0..00 LSup` 0.:00 ". 8.87 .0..00". LSup 0:.00 0, 0:0 4 LSup .'0;00: 4'.'29 0:00 : LSup .'0;00: 8-..8-7 0:00 LSup ;0;00." : 0..0.0 5 ..LSup;.- .0•.00..• 4".24.-0..00..LSup_. :0.00.. 8:87.-0'..00 ..LSup:0..00 '..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 O . QO LSup 0 "; 00. 0,00 ..LSup:. .0".00.. 4;24.0:,00 ..ISup;. '0.00.. '8-.87.0.,00 ..LStip;0A0.'..0.00;. " 9 . RSu p .0:31" :4.24 0..07.' -MidS 0•:79 ;7.71 0..•10" "LSup- 0:.00 0.0.3 .. RExt LSug =0: 06: 4•:24 0.01 LSup ' =0; 03. 8:.8"7 0.00 :• LSup '0-.'00." :-0.0.1 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 .. ` 000• .'"A . o o' ' 1:. 89 .' .• •0':00. :, : . • ..:. • . 6. 0.'00 '.'• 0:GO 1'.•89-. • " 0:'00. -7 01:00•' .; 0:00 11. 89 -. 0.00 '.. : • ..: . 8 O: d0 ,0. 00 "' 1. 47 .'": •0: 00 9 5.29 . -0.01 0.85,.'- 0:'02.-. ; RExt. :...1':00' 0:00. :.LOAD ID 12::::Dead+Col1ateral - 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.,Designer:.gn Job' No. K21b744A: ,. '.. �.... • • . JMH. .. ., .. ... KIRBY ' �. .. BUILDING . Customer Kings :Commercial Center :. Addr ss Lots - 'seal Engr. .S..Y�S�oTaEaM.S.. . :e¢rreRsoiutioks.ercaaunniHCS. FortePierce;RL.3999B .1&Z-Blo ,y #.kB 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 r89: 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 .. m 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 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; 4. 0,00 0:0:0 .-1.:89•. 0:00.. 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.' Customer Kin s .Commeical Center, . s Checker KU'RB SYSTEMS" Addy ess� . Lot* . 1&2_B1ock:B;..Kii�gs Hwy : .Seal" Engr. .«..Qe..d... viSion # .. . BrnEROLUTIORs B. Fort' Pierce; "FL.3494B. ---------------------------------=-' ------- --_-----------_-----------_-------- M80744A' ,'. Eave -Strut; Lori'gitudinal..Load(Wall= 4) • :. 10/ 4/21• I1.:17am ._ "Wall Bay Eave :' i :Load -= Axial (k):--_-= - .Moment"( f.-k) -- Axl+Mom'. Id.. 'Id. Part' : Id Calc :'Limit UC :.;Caic Limit :.; UC_ . •• :UC.: KL/r 4. 8 95E099. .1:71 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..79:12:23 0.06 : :0.12 . 86 : . . - 4 :. .0:39 58:48 .0:01.. -0:79 .12..2.3- 0:06, 0:.06 8-6 -5. r.-: 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.' "0:.97 8:6 " 8:=.0:52 58::48 .0:01 1:.91-.A.780.: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 .12.23-0:19 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:. 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'. 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 . 8T 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. 0:00 7..:. A.15' '-21:18 0.20 - 0.00 . 8:87 0:00 - 0:20' .. .0::• 8. =0:'52 .:44":31 0.'01 .. '0:00: ..8. 87.'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.. 0::17...21';18. 0::01.: '0:00: ':8.8TA.00' = - 0:01 . : 0 - .". 12 0.'23.": 21.:18. 0'.01.. 0::00. `8.'87 0. GO 0.01. = : 0., - "4 . 5. 95E075 : 1 .': A. - 21:18 0.20.. '- - 0: 00 . . 8 : 87 0: 00 " : - 0:2.0 0 : 2.. '-2::"83 ..,44..31. 0:;'06 ..' :0.00- ':8.87'.-0.06:, . : •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 A7: 0: 00 . , . 0. 0-5 0. 5.. 3:.11 ..i21;18. 0::15 ..::0. 00- :8 . 87 . 0. 00' : : •b 15 0: 6 :-2,12..441:31.0,:05.. 0::00. 8.87.0:0:0 ..'0.05 :. Q.:. 7 ..' . 4.15 : •21:18 0.20 ": 0: 00 : 8 .87: '0: 00 . :'. 0.20 ..:. 0. 8- -2::83 :44:3I. 0::06 0:00: :8.87 :0.00 0:06 . 0: 9': • . 25 '. 21.:1'8. 0.01" ". ' 0::0'0. 8.:87. 0; GO '0.01 0 : . • 10 ' :. O. I9 : '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 KIRBY-. BUILDING SYSTEMS - Job No. K21 0744A. $� Designer JMH . Customer King's :Commerci.al Center.." Checker." Addiess' Lots: 1&2..B1ock:8.;..Kirigs Hwy : . Seal Engr.' :eETTEA%FUTJOLBETTErt:BuILMR - :Fort'"Pierce; FL.34948.. Revision # .. " ... .. 1 2 0:25 21-.18'.0:01" 0-. 00 . 8.:87' 0�. 00 .. i 0.01. � " � ..' 0 :."• 00- .22:11 0'. 00 0: 00 8,..87 :0. 00.' : 0-. 00 , . 0' :'.'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 .:8-7 0'. 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 0:000:00 0 :. 8.- 0:00 :22.•.11' 0:00 :'.'0.•.O0 8.87 :0.00 0:00. 0. .. .9.. ".0:00: 22..11 0:00: 0..00'. 8:8:7 0- 00 0.00. 0.: :. .• • . 10 :. :0.00.. 22:11 0.00- 0:00 - 8.87 0:00. 0':.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: '3 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 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:.0b 0.:00' .. 0".. - . 10 • : 0. 04.. • 21.18 .0. 00.. - 0. 00 .. 8 .83 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 4 2.'.95E075 :- " 1 " . -'0. 58.. - 44 .31 :0Al..-- 0. 00 :. 8. 8.7 '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:. Om. 43..44:31 0:01.. 0::00 _ 8.87.0.00' .." 001 0:" 6 1:52 21:18 0:07. 0:00 8."87 0:00 0.07 7 -0.58.144.31 0 O1 0:00 ."8:87 "0; 0"0 0: 01 0 8:. 2 : 02 ..21:18 0 :10 .. 0; 00 ..8. 87',0.:00 : " : -0.,-1'0 . ... 0: . 9 0: 09. 21::18 0.00. 0:00-- ,'8.87. 0; 0,0" A.. 10 . , 0, 03 1,21:18 0.00 0.-00 'A'. 87 -0 : 0'0 0.00 0 11'. 0 03 • {21':18 � 0: 00 .. 0':00- ':8 . 87 .-0.00 0.00 "" 0: 12 : 0.04.. ,21::18 -0- - 0: 00- : 8 .-87 0; 0'0 0.00 =''0'.- 4 1: 9:5E075 .. 1 .: -0.58 : .. 44 . 31 0.01 .. : 0.-00 . 8. 87: .. . -0: 00 0: 0-1 0 . 2-. 2.02 ,'21:18. 0-:10.. 0':00: ..8.87.-0.00 0:10 . 0: 0'.43. 44 ::31 0". 01. 0: 00 .'8 .87 0. U0 .-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. '8.8-7 0:00 ..-0.07' . ': 0 7 .. -0.58 : 44:31 0.01 0:'00 . 8'.87: 0.-00. . 0:0-1 0. 8.'. 2::02 .21. 18. 0:.10 .. 0.00 .. ':8.87'. 0..00' . -0.10 . . 0. • . . ''9 0'.:02.. 21.:1.8.-0.:00 . A::0.0. 8.87, 0:00 0.00 .• ': 0'; . • 10 .. 0.02 21:18 0.00 - 0:00 . 8.87: 0:00 . 0:00 ..:. Q. '. 11-.'. 0::'02 .. 21,18:0:: 00 .:0-..'0 0: ':8 .87 .'0.00'. 0. 00 0: 2 - 1 0.02.. 21.16. 0..00.. 0:00. 8 .87. 0: 0:0 0.00 0 K218074:4A. -Eave (Wall= :4 ------------------ 10y.- 4:/21 I1:•17am : , EAVE. STRUT. ..: � . �.: . • ,. . _•Job No. K2 18107 44A:. . :• � : • . :: . � Designer:.'. . JMH... •: . AIRBY � Customer Kin s 4i Commercial• Center..- - . Checker.' .... BUICDf:NG . SYSTEMS-' ;. .Addiess. .Lot's 1&2..Block:B.'..Kini s Hwy:-.'Seal'Engr. ;einut.s6iwibks:sErsEa.aunnirres . :Fort .PieY.ce; ' FL .39948.. . .. : Revision ---------- Wall . Id. ---------- 4 _ _ ----------- .. , . ... . LAYOUT: . . F,vailable : . .. �. Design . � � :. � .. Reduction Bay Length .-tLap'(ft)�:-'. .,Load. .. No. :,.,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 . 0.'00 0, 38 6 95E075 . ; . 14.:.42 :. : 0.:00 . 0 :.. :• 1 . .. 66: 0. 66.. 0 0; 00: 0..3.8 5 ..951M5 23A7 :• 0:00 0:' 1 108.3 . ..108:3.:0.00..0.38:. 4 . 95E075 .. 23 .:67 . .. '0 , 00 . : 0.. 1. :• 108..3 108:..3.' _ 0•.-00 ..0. 3'8 .3 :• 95E075. :. 23:.67 : 0-00 . .. 0 :. :• 1 .-�.. 108.3. 108..3 '.0.00:• 0.,3.8 2 ..95EO75 23:67 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 (k)--:---=.-�- --:----.---=----Moment (f-k) -:---=.--=----:-- Bay, Left Left: Right-: Right Left :.Le:ft MidSp:an Right :.'Right : Id La Sup :.Lap La Sup... p Sup :. Lap :Mom.... •.Loc.. „. Zap .. Sup - :. LE'xt• 0.00 -0:'07 ;. . 0_A0 �0.02. 1.11.. ... .. 0:08 .. _.. :- 8 :. 0:4'4 : , : : -0::43 .: 0:08 =2.8:8- 13:59. ,:: O.O.O : .. 7 '.. 0 : 47 =0; 4'7 ... 0: 00. '7'3.38 14'. 52: ,0.00 6- :.0.00 0.0 O.Op. ,',. 00 21.• 0; 00, ' ..5 .. 0.; 0:0 : _.. 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 . 1'1, 83 0.00 . .2 0:00 0.00' 0.00 0..00. 11.83... 0.00. . 1 0.: 00 0:'00- -0. 00. . 0 A0 14'.•67.. _ ..: 0. 00. RExt. .-,0.00 0.00 '. 0:_00. ..:: 0.00'. 0.50" 0.-00 STRENGTH/DER'LECTION.: .. --Pay.-."Shear (k)=-=-=_-. .---=-Moment (f-k)"-=-=:--- '-Mom+Shr:---De'flect.(in) ---:----.. . ...1d '. Loc': . Calc. 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 . =0.'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 0::00. :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 : •4:24 :0:60. LSup..: 0.00 8.87 :0.00.-: LSup.:0.00 D.00.: .. .� KUeRY'. Job' No. K 180744A. .. Designer .. JMH custLDINGomer Kingsl:Commercial Center. Checker' :SYSTEMS: Address' .Logs. 1&2 .Block : B;.. Kings Hwy : .'Seal" Engr ' DenERsowndNssETYMBvD.DING&. 'Tort ,Pier.cei �.. 'FL.34948.. Revision # 3 .. LSup' , . 0,.'00 - : 4 .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: 0.00.. - 0.,00:.: RExt . LSup 0.00 : 4 24..0-. 00 Q. LSup: 0.00 : 8 .87, .0.00 . LSup Q. 00 .0.100 LOAD_ .ID ,2 - :._Dead+Collateral . -------------- :REACTIONS: _------.-=Sh.ear • ------- (:k) .. � ------------- - -- ---- -Moment.(:f: k). ..--------- Bay Left Lef-t •Might .-Right .. .Left Left MidSpan -Right- .. Right.: Id .. Sup.; Lap : Lap; Sup Sup .. Lap.: Mom Loc:.. ,iap ... Sup. . . LExt 0:.00 :. -0... 02 .. MO :. Q; 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. '2--0. 97 ; . 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.,0.0 11:83; 0.:00. .. 4 • 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. 00 2 .. 0;00, ' 0.. 00 -0..00... 0..0.0 11; 83: 0.:00 . .. l . -0.:00 0.00 0..00 0.00: 1:4.67., 0:.0'0 RExt 0 :.00 0:. 00 '.. 0.00 0. 0.0 ' 0:50 0.00 STRENGTH/DEFLE.CTION:.. .. 'Bay Shear(k).---=--- ---.-=Moment:(f-k.j--=--- :.'-Mom+Shr- - Deflect{in)- :. Id... Lod .. talc.Airdi't ;bC• .- Loc f. talc_ 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 0.100' .' 0.15 . 7 LSup 0:13..9.81 0..01 M dS =0:97.12.:23 0..'08.-.LSup 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 ' .'LSup. .. 0: 00 . 4. .24 0..00• . LSu p 0:: 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. . AEACTIONS:.. --------------Moment '(f.-:k) Bay. Left . ;. Left: Right.. Right. ....Left.'..: -Left . :.' ' Mi'dSpan . .Right.' . RigYit Id. Sup :Lap Su ._ Lap.. p :. Su . p. • ... Lap' p Mom . 'Loc ' : -Lap 'Su P . LExt. 0.:00 : ,. .• . 0.:04. .0.00. 0'.01: 1.:11. .. 0.04 8. .._0.22 '-0."22 - 0::04. :: =:1*.4T.::13.59': 0:0:0 .. 7 . 0..2:4 ,` -0:24. .. 0; 00 _1.:72. ''14::52 .. 0:00 6. 0: 00 : ,'. ' 0::0'0 ::0; 00. 0,. 00, . 7 .:21, 5.- ..:0. 00:• .. 0. 00 0.:0'0. .. 0'. 00' :11. 83 : ' 0: 0:0 ..:: . . 4 0.:0:0 ,... 0.00. 0.00 0.00. ll:.83 :: 0.00: .. 3: 0:00 . 0::00. ; :b.00. .-0':00: ' 11.'83, . ' . 0.00 .. . A'270 A-271 �`.... K��RBY . Job- No: IC2 18074 4A. .- ,� ' Designer' • - � JMH ' customer .. Kiags Commercial Cenber, Checker. :. $YSTEMS - " :. - . Addiess • Lots. 1&2 Block: 5, Kings Hwy : - Seal- Engr. �� .BETTERSOLUTIONS. 6MER.BUILDtHGS.,•.I 'Tor -Pierce ;•'FL.34948Revision �� - #� �" -• � - � �� : � LOAD ID'.5 .Dead+Collateral+0;75LiIve+0:45Wind• Pressurel. -- --- -- --- -- -�'- -- -- -- --- -- - REACTIONS: ., --------- - ------ nt, (f.. . _ ----------------- ----- Momek). . _ . 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..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 .. ' 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 Loc:� Calc Limit ' UC Loc. UC Calc Limit LExt .. RSup =0. 08". 9: 81 0'. 01 ,. RSup _ :0 . 09.. •12 :23 0:. 01 ., LSup : 0.:00 0.15 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',.•LSup .. � :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 Sup Lap. Lap. .Sup -Su p La p. Mom ' Loc ..• Lap..Su p . _. 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...':0 " .. :0. 00 .• -7 0; 00 . .. 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: . .. - A 273 :...:. - .. BUIRBINY Job No : � K218'07 4 4A." � � "Designer ;. "' JMH ' Customer Kingis, Commercial Center.. Checker.'." STEMS'. ' Address .Lots.1&2..Block:B;..Kings Hwy:""'Seal"•Engr. BETTER.SbWTioks:BETTFe: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 0:.00 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:.0Q... 0..00- ". 0:50: 0.:00 . STRENGTH/DEFLECTION: Bay-— =-=----Shear (k)------- ..=-=--Moment..(f-k) ------ .- Mom+Shr- Deflect ( nj. .- Id. Loc. • .Cale Limit .. UC • • Loc.• Calc Lindt . .. UC•. Loc: UC " Calc Limit'.... - "LExt .. RSup : :0.09.. "9; 81. 0:. O1 .. RSup :.-:0.10.. 12 , 23. 0', 01LSup . 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 :.78 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, LSu p 0:00 4.24 .0..00 • :"LSup "• .0:00 8.:87 0..00 "-LSup- 000 --"0.-0:0 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 ,O., 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: .7 0.00 LSup 0".'00 ; 0.0.0 .. 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 •. :. ------.--------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 " -0."03 0.' 00 . 0. 01-.- 1.11 .: ... 0 : 0.4 0..20 ,. k 0:04 •.' 1.3.4 13 59 .. 0.UO 7 .. 0 :22 -0_:22. .. -0-.'00 "•,' =1.57 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 0'0 _ ... ".. 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' 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 . : LExt RSup. '-0:. 03 ..:9. 81 0.:00. :RSup. 0::04 , 12.23: 0::0'0. "'LSup. 0:0:0' 0.'06. 8 .LSup: 0.:20, . 9:8:1 0;02 MdS: -1.:34. 12:23 O:TI -'LSup: '0:00 . =0'.'25: 7. 'LSup.. 0.22 : 9. 81 :0:02. ' MidS'•::-1.57 ,:12.23 .0.'13. LSup'.'. 0 00, : =:0. 33 ; �: : A=274 Job' No: K218!0744A. Designer'. JMH• IRB i BUILDING Customer .. Kin s,.Commercal 9i Center,.' ..Checker - YStEMS S - �o:.�... 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. ..LExt .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 r89: 0.. - -1 0:. 00 .. '0.'00 - 2 .35.. 0: 00 RExt 5..29 ' .0-00 K2.180744A -Strut= Bolts .. 10/ .4/21: 11:.17am- RAFTER-CONN'ECT,ION:....;.. .. .. k'• SW. . • Bac • Front .' SW : ucation ..Pu'rlin.. Eave. Strut Eave Strut:. RF. -Welded. Clip Direct Bolt- :..Direct.. Bolt: EAVE STRUTS: • .Wall Frm' Line .: :. ---=Bolt Selected==.=� -==Bolt ."Cap cit,y-(k) =_--; Dt..' Bolt. I:d Id Type :. No:,. Type 'Dia„ WsYir . -Cale -Shear -Bear R' tio.. 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 .... •l.69 . 10.60 6:30 0.27 : 83 _,.. 2:• :9 A325 ' 0:500 5 21:21 .12.60 0:53.... . 83. �.. 2'.. ..'4.: RF , -.. 4 :. A325 1 0:500; 1„ ## 6:.65 21.21:. 12:.60 0.53'. 83.. . 2 5 RF . .. 2 A325. 0. 500 : • .1 .- ... : A . 20 10, 60 ' �6.-3_0 0. 67 .. ...83 2 6 RF-2.-.'A325 0:500. .. i.. , . . 4.20 10-.60..:6.30 : 0.'67:. . 83. 2.:: 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: - 9 . RF :2- .'P,325_ 0:500 ,..1.. - 1.74 10:60.`._6.30' : 0:28. ,.: .'83. -2'... • 0' . RF .... . 2 .'A325 0. 500-.'. 1 ': - ,.. 1.74 10'. 60-. 6: 30 0*. 28. _ .77 ... 9. ' :.:1 R.E : .. .._ 2: 'A325'...0,. 500 .: 1 � , 1:71 _10. 60 8:32 : 0.21 ': 77 = A: '2 _ 'RF : ':. .' -.. .. : :.2 .•A325 0::500 .',..1.'. ..1.71"10'. 60 ..'9.32 . 0.21 ..:: 77 q .:: • 3 RF .. 2 A325: ' 0:500.' 1 . • 4:1'5 10.:60.. 6:3:0 . 0..66.'- '. '.77.... 4. 4 . R$ : : • 2. A325 .::0; 500 ..: 1 .. ; : 4 :15 :10. 60 : •6.30 : 0. 66 77 4: 5 : RF '. ': 2 ..A325. 0::500 , :1 . , . 4.15 l0::'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•, . 6. 3:0' . 0'..32.. '. .77. A 277 A-278 A.279 A 280 .. A 28I _ _ o _ o O o o O O - .. STEEL LINE' - 200'-0"• - - '.STEELS LINE 29'74.1/2- 14'-4 �3/16". -:24'-0-. 24'-0' 24'=0'. .24._0..:'. .30'-6•..' . �j MATCN'BELOW-.. N . 00 tX m . 4 O '2" 10'� ao2 D. . ... ' - 3 O 2'-5' iN '`s'-0' - OWE EKL Z W .: z . ' .. .. .. . . . . 19� 9• vi J. 29�_4' 1/2� 14 _9� '.'24 _0.. 24._0:. - . .24'-0' .2*_0�..' . .30 - .STEEL'. LINE : .. .. .. .. 200'=0' .: .. .. .. .. .. - '. STEEL'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: surf. 2,: id 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.. ' 9.2.612.41:7' 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.:: 31.181; '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 7 95Z105 29.50 1.94 0 RExt 95Z105 1.00 0 Total(lb)= 116.0 1391.5 188.2 2257.8 6.0 71.8 709.1 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 95Z0752.21 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 10/1/2021 1z00 fDEsl.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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.04 1 -0.01 -0.02 -0.06 2 0.10 0.06 -0.16 -0.19 3 0.22 0.20 -0.22 -0.24 4 0.23 0.21 -0.21 -0.23 5 0.24 0.22 -0.20 -0.22 6 0.19 0.17 -0.23 -0.27 7 0.34 0.30 -0.23 RExt 0.02 0.00 -------------- Moment(£-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.01 1.11 0.05 0.05 0.08 1.27 0.06 0.13 0.13 -0.02 -0.12 5.10 0.57 0.78 0.78 0.53 -0.50 11.52 0.73 1.00 1.00 0.74 -0.38 12.00 0.74 1.00 1.00 0.73 -0.50 12.48 0.53 0.78 0.78 0.56 -0.20 10.09 1.18 1.66 1.66 1.04 -1.34 17.66 0.01 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 10/1/2021 R.DD fDesi.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 10/1/2021 RDD fDeSs.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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.30 1 0.04 0.12 0.37 2 -0.62 -0.39 1.02 1.16 3 -1.39 -1.24 1.36 1.50 4 -1.44 -1.30 1.30 1.44 5 -1.50 -1.36 1.24 1.38 6 -1.21 -1.07 1.44 1.67 7 -2.13 -1.90 1.47 RExt -0.13 0.00 -------------- Moment(f-k) --------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.08 1.11 -0.33 -0.33 -0.49 1.27 -0.38 -0.86 -0.86 0.12 0.73 5.15 -3.59 -4.89 -4.89 -3.33 3.10 11.52 -4.57 -6.27 -6.27 -4.64 2.39 12.00 -4.65 -6.28 -6.28 -4.58 3.10 12.49 -3.31 -4.87 -4.87 -3.52 1.24 10.08 -7.40 -10.42 -10.42 -6.52 8.44 17.70 -0.07 -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 ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 0.19 A-287 10/i/202i RAD fDPSi.Dut 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup LExt 0.00 -0.09 1 -0.02 -0.04 -0.12_ 2 0.20 0.12 -0.33 -0.38 3 0.46 0.41 -0.45 -0.49 4 0.47 0.43 -0.43 -0.47 5 0.49 0.45 -0.41 -0.46 6 0.40 0.35 -0.47 -0.55 7 0.70 0.62 -0.47 RExt 0.04 0.00 -------------- Moment(f-k)-- Left Left MidSpan Sup Lap Mom Loc ----- ----- ----- ----- 0.00 0.02 1.11 0.10 0.15 1.27 0.28 -0.04 -0.24 5.10 1.60 1.09 -1.02 11.52 2.06 1.53 -0.78 12.00 2.06 1.50 -1.02 12.48 1.60 1.16 -0.41 10.09 3.41 2.13 -2.75 17.66 0.02 0.00 0.50 ------------ Right Right Lap Sup 0.10 0.12 0.28 1.18 1.60 1.50 2.06 1.53 2.06 1.09 1.60 2.42 3.41 0.02 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(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: A-2 O 9 10A1/2021 RD0 fDesl.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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.19 - _1 0.02- 0.08 0.23 2 -0.40 -0.25 0.65 0.74 3 -0.88 -0.79 0.86 0.95 4 -0.92 -0.83 0.83 0.92 5 -0.95 -0.86 0.79 0.88 6 -0.77 -0.68 0.92 1.06 7 -1.35 -1.20 0.94 RExt -0.09 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.05 1.11 -0.21 -0.21----0:3-1-1-27--0.24--0.55 -0.55 0.07 0.46 5.17 -2.28 -3.10 -3.10 -2.11 1.96 11.52 -2.90 -3.98 -3.98 -2.95 1.51 12.00 -2.95 -3.99 -3.99 -2.91 1.97 12.49 -2.10 -3.09 -3.09 -2.23 0.78 10.07 -4.70 -6.62 -6.62 -4.14 5.37 17.71 -0.04 -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)------ Id Calc Shear Bear UC 1 2 0.07 2.65 2.11 0.03 3 0.65 2.65 2.11 0.31 4 0.84 2.65 2.11 0.40 5 0.84 2.65 2.11 0.40 6 0.69 2.65 2.36 0.29 7 0.99 2.65 3.31 0.37 ----- Right_Lap(k)----- Calc Shear Bear UC ----- ----- ----- ---- 0.07 2.65 2.36 0.03 0.65 2.65 2.11 0.31 0.84 2.65 2.11 0.40 0.84 2.65 2.11 0.40 0.61 2.65 2.11 0.29 0.72 2.65 2.36 0.30 A-290 10/1/2021 Roo fDes2.out LOAD ID 9 : 0.6Dead+0.6Wind Pressurel REACTIONS: --------- Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.07 1 -0.02 -0.03 -0.10 2 0.16 0.10 -0.27 -0.30 3 0.36 0.32 -0.35 -0.39 4 0.38 0.34 -0.34 -0.38 5 0.39 0.35 -0.32 -0.36 6 0.32 0.28 -0.38 -0.44 7 0.55 0.49 -0.37 RExt 0.03 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.02 1.11 0.08 0.08 0.12 1.27 0.09 0.22 0.22 -0.03 -0.19 5.10 0.94 1.27 1.27 0.87 -0.81 11.52 1.19 1.63 1.63 1.21 -0.62 12.00 1.21 1.64 1.64 1.19 -0.81 12.48 0.87 1.27 1.27 0.92 -0.32 10.09 1.92 2.71 2.71 1.69 -2.18 17.66 0.02 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.30 1 0.04 0.13 0.38 2 -0.64 -0.40 1.04 1.19 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.08 1.11 -0.34 -0.34 -0.50 1.27 -0.39 -0.88 -0.88 0.12 0.75 5.15 -3.68 -5.00 A-291 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 10/1/2021 Roo fpesl.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 10/1/2022 R.00 fDesi.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 --------- 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 Notes 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 20A1/2021 F-0o fAeSi.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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.15 1 -0.03 -0.08 -0.21 2 0.34 0.21 -0.57 -0.65 3 0.77 0.69 -0.76 -0.84 4 0.81 0.73 -0.73 -0.81 5 0.84 0.76 -0.69 -0.77 6 0.68 0.60 -0.81 -0.94 7 1.19 1.06 -0.80 RExt 0.07 0.00 -------------- Moment-(f-k-)----_- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.04 1.11 0.16 0.16 0.26 1.27 0.20 0.47 0.47 -0.07 -0.40 5.10 2.01 2.73 2.73 1.86 -1.73 11.52 2.56 3.51 3.51 2.60 -1.34 12.00 2.60 3.51 3.51 2.56 -1.73 12.48 1.86 2.73 2.73 1.97 -0.70 10.09 4.12 5.81 5.81 3.63 -4.68 17.66 0.03 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-295 10/1/2022 Tz00fDcsi.out 3 0.57 2.65 2.11 0.27 4 0.74 2.65 2.11 0.35 5 0.74 2.65 2.11 0.35 6 0.61 2.65 2.36 0.26 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral ---------------------------- 0.74 2.65 2.11 0.35 0.74 2.65 2.11 0.35 0.54 2.65 2.11 0.26 0.63 2.65 2.36 0.27 REACTIONS: --------- Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.04 1 -0.01 -0.02 -0.06 2 0.10 0.06 -0.16 -0.19 3 0.22 0.20 -0.22 -0.24 4 0.23 0.21 -0.21 -0.23 5 0.24 0.22 -0.20 -0.22 6 0.19 0.17 -0.23 -0.27 7 0.34 0.30 -0.23 RExt - 0.02 0.0.0 -------------- Moment(f-k)-- Left Left MidSpan Sup Lap Mom Loc ----- ----- ----- ----- 0.00 0.01 1.11 0.05 0.08 1.27 0.13 -0.02 -0.12 5.10 0.78 0.53 -0.50 11.52 1.00 0.74 -0.38 12.00 1.00 0.73 -0.50 12.48 0.78 0.56 -0.20 10.09 1.66 1.04 -1.34 17.66 0.01 - -- 0-. 00-- -M50- - ------------ Right Right Lap Sup 0.05 0.06 0.13 0.57 0.78 0.73 1.00 0.74 1.00 0.53 0.78 1.18 1.66 0.01 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)------ Id Calc Shear Bear UC 1 2 0.02 2.65 2.11 0.01 3 0.16 2.65 2.11 0.08 4 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 6 0.17 2.65 2.36 0.07 7 0.25 2.65 3.31 0.09 ---- Right_Lap(k)----- Calc Shear Bear UC 0.02 2.65 2.36 0.01 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 0.18 2.65 2.36 0.08 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 10/1/2021 TZD0 fDesl.Out Id Sup Lap Lap Sup LExt 0.00 -0.08 1 -0.02 -0.04 -0.10 2 0.17 0.11 -0.29 -0.33 3 0.39 0.35 -0.39 -0.43 4 0.41 0.37 -0.37 -0.41 5 0.43 0.39 -0.35 -0.39 6 0.35 0.30 -0.41 -0.48 7 0.60 0.54 -0.41 RExt 0.03 0.00 Sup Lap Mom Loc 0.00 0.02 1.11 0.08 0.13 1.27 0.24 -0.03 -0.21 5.10 1.39 0.95 -0.88 11.52 1.79 1.32 -0.68 12.00 1.79 1.30 -0.88 12.48 1.39 1.00 -0.35 10.09 2.96 1.85 -2.38 17.66 0.02 0.00 0.50 Lap Sup 0.08 0.10 0.24 1.02 1.39 1.30 1.79 1.32 1.79 0.95 1.39 2.10 2.96 0.02 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 fDesl.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)------ Id Calc Shear Bear UC 1 2 0.10 2.65 2.11 0.05 3 1.03 2.65 2.11 0.49 4 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 6 1.08 2.65 2.36 0.46 7 1.56 2.65 3.31 0.59 ----- Right_Lap(k)----- Calc Shear Bear UC ----- ----- ----- ---- 0.12 2.65 2.36 0.05 1.03 2.65 2.11 0.49 1.32 2.65 2.11 0-.63- 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 1.13 2.65 2.36 0.48 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 10A2/2021 R.Do fDcsl.Out 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup- ---- ----- ----- ----- ----- LExt 0.00 -0.09 1 -0.02 -0.04 -0.12 2 0.20 0.12 -0.33 -0.38 3 0.46 0.41 -0.45 -0.49 4 0.47 0.43 -0.43 -0.47 5 0.49 0.45 -0.41 -0.46 6 0.40 0.35 -0.47 -0.55 7 0.70 0.62 -0.47 RExt 0.04 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap-- -- ---Mom-- -Loc-Lap up ----- ----- ----- ----- ----- ----- 0.00 0.02 1.11 0.10 0.10 0.15 1.27 0.12 0.28 0.28 -0.04 -0.24 5.10 1.18 1.60 1.60 1.09 -1.02 11.52 1.50 2.06 2.06 1.53 -0.78 12.00 1.53 2.06 2.06 1.50 -1.02 12.48 1.09 1.60 1.60 1.16 -0.41 10.09 2.42 3.41 3.41 2.13 -2.75 17.66 0.02 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-299 10/1/2021 Roo fDCS1.0ut 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) --------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.11 1 0.01 0.04 0.13 2 -0.21 -0.13 0.34 0.39 3 -0.47 -0.42 0.46 0.50 4 -0.48 -0.44 0.44 0.48 5 -0.50 -0.46 0.42 0.46 6 -0.41 -0.36 0.48 0.56 7 -0.72 -0.64 0.51 RExt -0.05 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.03 1.11 -0.13 -0.13 -0.17 1.27 -0.14 -0.30 -0.30 0.04 0.25 5.23 -1.21 -1.64 -1.64 -1.12 1.04 11.52 -1.53 -2.10 -2.10 -1.56 0.80 12.00 -1.56 -2.11 -2.11 -1.54 1.04 12.49 -1.11 -1.63 -1.63 -1.18 0.41 10.06 -2.50 -3.51 -3.51 -2.20 2.86 17.73 -0.03 -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) ------ Id Calc Shear Bear UC 1 2 0.04 2.65 2.11 0.02 3 0.35 2.65 2.11 0.16 4 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 6 0.36 2.65 2.36 0.15 7 0.53 2.65 3.31 0.20 ---- Right_Lap(k)----- Calc Shear Bear UC 0.04 2.65 2.36 0.02 0.35 2.65 2.11 0.16 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 0.38 2.65 2.36 0.16 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 R.00 fDesz.out . 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.07 1 -0.02 -0.03 -0.10 2 0.16 0.10 -0.27 -0.30 3 0.36 0.32 -0.35 -0.39 4 0.38 0.34 -0.34 -0.38 5 0.39 0.35 -0.32 -0.36 6 0.32 0.28 -0.38 -0.44 7 0.55 0.49 -0.37 RExt 0.03 0.00 -------------- Moment(f-k)--------------- Le£t Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.02 1.11 0.08 0.08 0.12 1.27 0.09 0.22 0.22 -0.03 -0.19 5.10 0.94 1.27 1.27 0.87 -0.81 11.52 1.19 1.63 1.63 1.21 -0.62 12.00 1.21 1.64 1.64 1.19 -0.81 12.48 0.87 1.27 1.27 0.92 -0.32 10.09 1.92 2.71 2.71 1.69 -2.18 17.66 0.02 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------------ Moment(f-k)------ -Mom+Shr- Deflect(in) A-3 0 1 10A1/2021 R.00 fDcsl.0Rt 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 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%/2021 R.00 fpeSz.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-303 10/1/2021 RHO fAeSl.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 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 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 FAR E 10/1/2021 1z00 fDesl.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 Id Part 2 KR6- 3 KR6- PANEL STRENGTH: Surf Id Area 2 Left Surface No. Max ---Stiffness--- Type Gage Yield Length Purlin Space Rotation Shear ---- ----- ------------ ------ ------------- ------ KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 --------Support-------- --------- Midspan-------- Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- ------ ----- ----- ----- ------ ----- ----- ----- 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 A-305 10/1/2021 R.Oo fDesl.out 2 Center 2 Right 3 Left 3 Center 3 Right 9 31.8 14.1 138.3 10 31.8 -63.3 111.7 1 31.8 20.3 138.3 2 31.8 2.7 138.3 3 31.8 15.2 138.3 4 17.5 -37.9 111.7 5 31.8 25.3 138.3 6 2.0 -18.5 111.7 7 31.8 12.1 138.3 8 17.5 -27.9 111.7 9 31.8 14.1 138.3 10 17.5 -38.8 111.7 1 31.8 20.3 138.3 2 31.8 2.7 138.3 3 31.8 15.2 138.3 4 31.8 -62.3 111.7 5 31.8 25.3 138.3 6 31.8 -32.8 111.7 7 31.8 12.1 138.3 8 31.8 -46.0 111.7 9 31.8 14.1 138.3 10 31.8 -63.3 111.7 1 1.3 20.3 138.3 2 1.3 2.7 138.3 3 1.3 15.2 138.3 4 1.3 -62.3 111.7 5 1.3 25.3 138.3 6 1.3 -32.8 111.7 7 1.3 12.1 138.3 8 1.3 -46.0 111.7 9 1.3 14.1 138.3 10 1.3 -63.3 111.7 1 1.3 20.3 138.3 2 1.3 2.7 138.3 3 1.3 15.2 138.3 4 15.6 -37.9 111.7 5 1.3 25.3 138.3 6 31.1 -18.5 111.7 7 1.3 12.1 138.3 8 15.6 -27.9 111.7 9 1.3 14.1 138.3 10 15.6 -38.8 111.7 1 1.3 20.3 138.3 2 1.3 2.7 138.3 3 1.3 15.2 138.3 4 1.3 -62.3 111.7 5 1.3 25.3 138.3 6 1.3 -32.8 111.7 7 1.3 12.1 138.3 8 1.3 -46.0 111.7 9 1.3 14.1 138.3 10 1.3 -63.3 111.7 0.10 13.1 -6.2 111.7 0.57 0.8 28.8 138.3 0.15 13.1 -9.0 111.7 0.02 13.1 -1.2 111.7 0.11 13.1 -6.7 111.7 0.34 0.8 20.7 138.3 0.18 13.1 -11.2 111.7 0.17 0.8 10.9 138.3 0.09 13.1 -5.3 111.7 0.25 0.8 15.3 138.3 0.10 13.1 -6.2 111.7 0.35 0.8 21.0 138.3 0.15 13.1 -9.0 111.7 0.02 13.1 -1.2 111.7 0.11 13.1 -6.7 111.7 0.56 0.8 28.5 138.3 0.18 13.1 -11.2 111.7 0.29 0.8 16.7 138.3 0.09 13.1 -5.3 111.7 0.41 0.8 21.1 138.3 0.10 13.1 -6.2 111.7 0.57 0.8 28.8 138.3 0.15 20.0 -9.0 111.7 0.02 20.0 -1.2 111.7 0.11 20.0 -6.7 111.7 0.56 32.3 28.5 138.3 0.18 20.0 -11.2 111.7 0.29 32.3 16.7 138.3 0.09 20.0 -5.3 111.7 0.41 32.3 21.1 138.3 0.10 20.0 -6.2 111.7 0.57 32.3 28.8 138.3 0.15 20.0 -9.0 111.7 0.02 20.0 -1.2 111.7 0.11 20.0 -6.7 111.7 0.34 32.3 20.7 138.3 0.18 20.0 -11.2 111.7 0.17 32.3 10.9 138.3 0.09 20.0 -5.3 111.7 0.25 32.3 15.3 138.3 0.10 20.0 -6.2 111.7 0.35 32.3 21.0 138.3 0.15 20.0 -9.0 111.7 0.02 20.0 -1.2 111.7 0.11 20.0 -6.7 111.7 0.56 32.3 28.5 138.3 0.18 20.0 -11.2 111.7 0.29 32.3 16.7 138.3 0.09 20.0 -5.3 111.7 0.41 32.3 21.1 138.3 0.10 20.0 -6.2 111.7 0.57 32.3 28.8 138.3 PANEL DEFLECTION: Surf Load ------ Deflection(in)----- Id Area Id Offset Calc Limit Ratio ------------ ---- ------ ----- ----- ----- 0.06 0.21 0.08 0.01 0.06 0.15 0.10 0.08 0.05 0.11 0.06 0.15 0.08 0.01 0.06 0.21 0.10 0.12 0.05 0.15 0.06 0.21 0.08 0.01 0.06 0.21 0.10 0.12 0.05 0.15 0.06 0.21 0.08 0.01 0.06 0.15 0.10 0.08 0.05 0.11 0.06 0.15 0.08 0.01 0.06 0.21 0.10 0.12 0.05 0.15 0.06 0.21 A-306 10/1/2021 P-00 fDeS1.0ut 2 Left 11 12 13 2 Center 11 12 13 2 Right 11 12 13 3 Left 11 12 13 3 Center 11 12 13 3 Right 11 12 13 LOAD COMBINATION: Load 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.04 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.03 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.04 ---- ----- ----- ----- 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 20.0 0.02 0.58 0.04 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 20.0 0.02 0.58 0.03 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 20.0 0.02 0.58 0.04 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 10/1/2021 R00 fDesi.0Rt I 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 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: 1(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%/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 ----------- Plate Type Thick Width Type Row Dia Gage Space ------ Splice ---- EE ----- 0.375 ----- 8.00 ----- A325 --- ----- ---- 4 0.750 3.00 ----- 4.50 COLUMN WEB SHEAR AT RAFTER CONNECTION: Calc ---Initial-- ----Final--- Web Web Shear Web Shear ------Design_Factors- Shear Thick Limit Thick Limit H Av Kv ----- 3.5 ----- 0.164 ----- 29.1 ----- 0.164 ----- 29.1 ----- ----- 15.00 30.00 ----- 6.25 STIFFENERS: ---- Moment ----- Wind Seismic 8.95 0.46 Cv Note 0.60 AISC G2-1 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 ----- Req Req Dia Thick 0.191 0.116 A-310 10/1/2021 R.00 fDeSl.out 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 ----- Plate Type Thick Width Type Row Dia Gage Space Wind Seismic ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- Splice EE 0.500 6.00 A325 4 0.750 3.00 4.00 49.86 2.58 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 Req Req Dia Thick 0.592 0.428 A-311 10/1/2021 tz.0o fDCSi.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 OWN 1o/i/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-313 10/1/2021 Roo fDess.out ( 16.5) 2 1.94 12.78 0.15 -1.9 7.13 0.27 LLap 0.42 3 -0.28 36.96 0.01 0.8 7.13 0.12 LLap 0.11 4 1.45 12.78 0.11 0.8 7.13 0.12 LLap 0.23 5 -0.28 36.96 0.01 -0.8 7.13 0.11 LLap 0.11 6 1.45 12.78 0.11 -0.8 7.13 0.11 LLap 0.23 7 -0.37 36.96 0.01 -2.0 7.13 0.29 LLap 0.28 8 1.94 12.78 0.15 -2.0 7.13 0.29 LLap 0.44 9 0.06 12.78 0.00 0.8 7.13 0.12 LLap 0.13 10 0.05 12.78 0.00 2.5 7.13 0.36 LLap 0.36 11 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.13 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 2 17.5 7 6 95ZO75 1 -0.37 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 ( 16.5) 2 1.94 15.61 0.12 -3.0 8.45 0.37 RLap 0.49 3 -0.28 41.38 0.01 1.3 8.24 0.17 RLap 0.16 4 1.45 15.61 0.09 1.3 8.24 0.17 RLap 0.26 5 -0.28 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 6 1.45 15.61 0.09 -1.2 8.45 0.15 RLap 0.25 7 -0.37 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 8 1.94 15.61 0.12 -3.3 8.45 0.39 RLap 0.52 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 12 0.04 15.61 0.00---0-:3--8.24-0.04-RLap-0.04 2 17.5 7 7 95Z105 1 -0.37 57.92 0.01 3.5 9.06 0.39 MidS 0.38 ( 16.5) 2 1.94 20.80 0.09 3.5 9.06 0.39 MidS 0.48 3 -0.28 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 4 1.45 20.80 0.07 -1.5 12.95 0.12 MidS 0.19 5 -0.28 57.92 0.00 1.4 9.06 0.16 MidS 0.16 6 1.45 20.80 0.07 1.4 9.06 0.16 MidS 0.23 7 -0.37 57.92 0.01 3.7 9.06 0.41 MidS 0.41 8 1.94 20.80 0.09 3.7 9.06 0.41 MidS 0.51 9 0.03 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 12 0.03 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 2 33.0 12 2 95ZO67 1 0.00 15.51 0.00 -1.4 7.13 0.20 RLap 0.20 2 0.39 15.51 0.03 -1.4 7.13 0.20 RLap 0.22 3 0.00 15.51 0.00 0.6 7.13 0.09 RLap 0.09 4 0.30 15.51 0.02 0.6 7.13 0.09 RLap 0.11 5 0.00 15.51 0.00 -0.5 7.13 0.08 RLap 0.08 6 0.30 15.51 0.02 -0.5 7.13 0.08 RLap 0.10 7 0.00 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 8 0.39 15.51 0.03 -1.5 7.13 0.21 RLap 0.24 9 0.04 15.51 0.00 0.6 7.13 0.09 RLap 0.09 10 0.03 15.51 0.00 1.8 7.13 0.26 RLap 0.27 11 0.03 15.51 0.00 0.6 7.13 0.09 RLap 0.09 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 2 33.0 12 3 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.25 RLap 0.25 2 0.39 12.78 0.03 -1.8 7.13 0.25 RLap 0.28 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 4 0.30 12.78 0.02 0.8 7.13 0.11 RLap 0.14 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.10 6 0.30 12.78 0.02 -0.7 7.13 0.11 RLap 0.13 7 -0.07 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 8 0.39 12.78 0.03 -1.9 7.13 0.27 RLap 0.30 9 0.03 12.78 0.00 0.8 7.13 0.12 RLap 0.12 10 0.02 12.78 0.00 2.3 7.13 0.34 RLap 0.34 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.12 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 96 96 96 96 96 96 96 96 96 96 96 96 48 48 48 48 48 48 48 48 48 48 48 48 78 78 78 78 78 78 78 78 78 78 78 A-314 10/i/2021 Roo fAesl.out 2 33.0 12 2 33.0 12 2 33.0 12 2 33.0 12 12 0.03 12.78 0.00 0.1 7.13 0.03 RLap 0.03 4 95ZO67 1 -0.07 36.96 0.00 -1.8 7.13 0.26 RLap 0.26 2 0.79 12.78 0.06 -1.8 7.13 0.26 RLap 0.32 3 -0.06 36.96 0.00 0.8 7.13 0.11 RLap 0.11 4 0.59 12.78 0.05 0.8 7.13 0.11 RLap 0.16 5 -0.06 36.96 0.00 -0.7 7.13 0.11 RLap 0.11 6 0.59 12.78 0.05 -0.7 7.13 0.11 RLap 0.15 7 -0.07 36.96 0.00 -1.9 7.13 0.28 RLap 0.27 8 0.79 12.78 0.06 -1.9 7.13 0.28 RLap 0.34 9 0.06 12.78 0.00 0.8 7.13 0.12 RLap 0.12 10 0.04 12.78 0.00 2.4 7.13 0.34 RLap 0.34 11 0.04 12.78 0.00 0.8 7.13 0.12 RLap 0.12 12 0.06 12.78 0.00 0.1 7.13 0.03 RLap 0.03 5 95ZO67 1 -0.15 36.96 0.00 -1.8 7.13 0.25 LLap 0.25 2 0.79 12.78 0.06 -1.8 7.13 0.25 LLap 0.32 3 -0.11 36.96 0.00 0.8 7.13 0.11 LLap 0.11 4 0.59 12.78 0.05 0.8 7.13 0.11 LLap 0.16 5 -0.11 36.96 0.00 -0.7 7.13 0.11 LLap 0.10 6 0.59 12.78 0.05 -0.7 7.13 0.11 LLap 0.15 7 -0.15 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 8 0.79 12.78 0.06 -1.9 7.13 0.27 LLap 0.33 9 0.05 12.78 0.00 0.8 7.13 0.12 LLap 0.12 10 0.03 12.78 0.00-- -2-.3 --7.13-0:34-LLap-0-.34 11 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.12 12 0.05 12.78 0.00 0.1 7.13 0.03 LLap 0.03 6 95ZO75 1 -0.15 41.38 0.00 -2.9 8.45 0.34 RLap 0.34 2 0.79 15.61 0.05 -2.9 8.45 0.34 RLap 0.40 3 -0.11 41.38 0.00 1.2 8.24 0.16 RLap 0.15 4 0.59 15.61 0.04 1.2 8.24 0.16 RLap 0.19 5 -0.11 41.38 0.00 -1.2 8.45 0.14 RLap 0.14 6 0.59 15.61 0.04 -1.2 8.45 0.14 RLap 0.18 7 -0.15 41.38 0.00 -3.1 8.45 0.37 RLap 0.37 8 0.79 15.61 0.05 -3.1 8.45 0.37 RLap 0.42 9 0.03 15.61 0.00 1.3 8.24 0.16 RLap 0.16 10 0.02 15.61 0.00 3.8 8.24 0.47 RLap 0.47 11 0.02 15.61 0.00 1.3 8.24 0.16 RLap 0.16 12 0.03 15.61 0.00 0.3 8.24 0.04 RLap 0.04 7 95Z105 1 -0.15 57.92 0.00 3.3 9.06 0.37 Mids 0.36 2 0.79 20.80 0.04 3.3 9.06 0.37 MidS 0.40 3 -0.11 57.92 0.00 -1.4 12.95 0.11 Mids 0.11 4 0.59 20.80 0.03 -1.4 12.95 0.11 MidS 0.14 5 -0.11 57.92 0.00 1.3 9.06 0.15 MidS 0.15 6 0.59 20.80 0.03 1.3 9.06 0.15 Mids 0.18 7 -0.15 57.92 0.00 3.5 9.06 0.39 Mids 0.39 8 0.79 20.80 0.04 3.5 9.06 0.39 MidS 0.43 9 0.02 20.80 0.00 -1.5 12.95 0.12 Mids 0.12 10 0.01 20.80 0.00 -4.3 12.95 0.34 Mids 0.34 11 0.01 20.80 0.00 -1.5 12.95 0.12 MidS 0.12 12 0.02 20.80 0.00 -0.3 12.95 0.03 Mids 0.03 Surf Brace Purl Bay Purlin Id Locate Id Id Part ---- ------ ---- ----------- 3 33.0 1 2 95ZO67 Load ---- Axial(k)---- Id Calc Limit UC ---- ----- ----- ---- 1 0.00 15.51 0.00 2 0.39 15.51 0.03 3 0.00 15.51 0.00 4 0.30 15.51 0.02 5 0.00 15.51 0.00 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 96 96 96 96 96 96 96 96 96 96 96 96 --Moment(f-k)--- Axl+Mom Max Calc Limit UC Loc UC KL/R ----- ----- ---- ---- ---- ---- -1.4 7.13 0.20 RLap 0.20 48 -1.4 7.13 0.20 RLap 0.22 48 0.6 7.13 0.09 RLap 0.09 48 0.6 7.13 0.09 RLap 0.11 48 -0.5 7.13 0.08 RLap 0.08 48 A-315 1O/1/2O2i 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 95Z067 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 95Z067 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 95Z067 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 95Z075 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-316 1o/1/2021 Roo fDes2.out 3 48.5 6 ( 49.5) 3 48.5 6 _(_ __49..5) 3 48.5 6 ( 49.5) 3 48.5 6 ( 49.5) 3 48.5 6 4 0.59 20.80 0.03 5 -0.11 57.92 0.00 6 0.59 20.80 0.03 7 -0.15 57.92 0.00 8 0.79 20.80 0.04 9 0.02 20.80 0.00 10 0.01 20.80 0.00 11 0.01 20.80 0.00 12 0.02 20.80 0.00 2 95ZO67 1 0.04 15.51 0.00 2 1.37 15.51 0.09 3 0.03 15.51 0.00 4 1.03 15.51 0.07 5 0.03 15.51 0.00 6 1.03 15.51 0.07 7 0.04 15.51 0.00 8 1.37 15.51 0.09 9 0.08 15.51 0.01 10 0.06 15.51 0.00 11 0.06 15.51 0.00 12 0.08 15.51 0.01 3 95ZO67 1 -0.22 36.96 0.01 2 1.-16 12.78 0-09 3 -0.16 36.96 0.00 4 0.87 12.78 0.07 5 -0.16 36.96 0.00 6 0.87 12.78 0.07 7 -0.22 36.96 0.01 8 1.16 12.78 0.09 9 0.04 12.78 0.00 10 0.03 12.78 0.00 11 0.03 12.78 0.00 12 0.04 12.78 0.00 4 95ZO67 1 -0.18 36.96 0.00 2 2.53 12.78 0.20 3 -0.13 36.96 0.00 4 1.90 12.78 0.15 5 -0.13 36.96 0.00 6 1.90 12.78 0.15 7 -0.18 36.96 0.00 8 2.53 12.78 0.20 9 0.11 12.78 0.01 10 0.08 12.78 0.01 11 0.08 12.78 0.01 12 0.11 12.78 0.01 5 95ZO67 1 -0.44 36.96 0.01 2 2.32 12.78 0.18 3 -0.33 36.96 0.01 4 1.74 12.78 0.14 5 -0.33 36.96 0.01 6 1.74 12.78 0.14 7 -0.44 36.96 0.01 8 2.32 12.78 0.18 9 0.06 12.78 0.00 10 0.05 12.78 0.00 11 0.05 12.78 0.00 12 0.06 12.78 0.00 6 95ZO75 1 -0.44 41.38 0.01 -1.4 12.95 0.11 MidS 0.14 1.3 9.06 0.15 MidS 0.15 1.3 9.06 0.15 MidS 0.18 3.5 9.06 0.39 MidS 0.39 3.5 9.06 0.39 MidS 0.43 -1.5 12.95 0.12 MidS 0.12 -4.3 12.95 0.34 MidS 0.34 -1.5 12.95 0.12 MidS 0.12 -0.3 12.95 0.03 MidS 0.03 -1.5 7.13 0.21 RLap 0.21 -1.5 7.13 0.21 RLap 0.30 0.6 7.13 0.09 RLap 0.10 0.6 7.13 0.09 RLap 0.16 -0.6 7.13 0.09 RLap 0.09 -0.6 7.13 0.09 RLap 0.15 -1.6 7.13 0.23 RLap 0.23 -1.6 7.13 0.23 RLap 0.31. 0.6 7.13 0.10 RLap 0.10 1.9 7.13 0.28 RLap 0.28 0.6 7.13 0.10 RLap 0.10 0.1 7.13 0.02 RLap 0.03 -1.9 7.13 0.27 RLap 0.26 -1-9 7.1-3-0.27-RL-ap-0.35 0.8 7.13 0.12 RLap 0.11 0.8 7.13 0.12 RLap 0.19 -0.8 7.13 0.11 RLap 0.11 -0.8 7.13 0.11 RLap 0.18 -2.0 7.13 0.29 RLap 0.28 -2.0 7.13 0.29 RLap 0.38 0.8 7.13 0.12 RLap 0.13 2.5 7.13 0.36 RLap 0.36 0.8 7.13 0.12 RLap 0.13 0.2 7.13 0.03 RLap 0.03 -1.9 7.13 0.27 RLap 0.27 -1.9 7.13 0.27 RLap 0.47 0.8 7.13 0.12 RLap 0.12 0.8 7.13 0.12 RLap 0.27 -0.8 7.13 0.11 RLap 0.11 -0.8 7.13 0.11 RLap 0.26 -2.0 7.13 0.29 RLap 0.29 -2.0 7.13 0.29 RLap 0.49 0.9 7.13 0.13 RLap 0.13 2.5 7.13 0.36 RLap 0.37 0.9 7.13 0.13 RLap 0.13 0.2 7.13 0.03 RLap 0.04 -1.9 7.13 0.27 LLap 0.26 -1.9 7.13 0.27 LLap 0.45 0.8 7.13 0.12 LLap 0.11 0.8 7.13 0.12 LLap 0.26 -0.8 7.13 0.11 LLap 0.10 -0.8 7.13 0.11 LLap 0.25 -2.0 7.13 0.29 LLap 0.28 -2.0 7.13 0.29 LLap 0.47 0.8 7.13 0.12 LLap 0.13 2.5 7.13 0.36 LLap 0.36 0.8 7.13 0.12 LLap 0.13 0.2 7.13 0.03 LLap 0.03 -3.0 8.45 0.37 RLap 0.36 96 96 96 96 96 96 96 96 96 48 48 48 48 48 48 48 48 48 48 48 48 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 A-317 10/1/2021 Roo fABsi.out ( 49.5) 2 2.32 15.61 0.15 -3.0 8.45 0.37 RLap 0.51 3 -0.33 41.38 0.01 1.3 8.24 0.17 RLap 0.16 4 1.74 15.61 0.11 1.3 8.24 0.17 RLap 0.28 5 -0.33 41.38 0.01 -1.2 8.45 0.15 RLap 0.15 6 1.74 15.61 0.11 -1.2 8.45 0.15 RLap 0.26 7 -0.44 41.38 0.01 -3.3 8.45 0.39 RLap 0.38 8 2.32 15.61 0.15 -3.3 8.45 0.39 RLap 0.54 9 0.04 15.61 0.00 1.4 8.24 0.17 RLap 0.18 10 0.03 15.61 0.00 4.0 8.24 0.50 RLap 0.50 11 0.03 15.61 0.00 1.4 8.24 0.17 RLap 0.17 12 0.04 15.61 0.00 0.3 8.24 0.04 RLap 0.04 3 48.5 6 7 95Z105 1 -0.44 57.92 0.01 3.5 9.06 0.39 MidS 0.38 ( 49.5) 2 2.32 20.80 0.11 3.5 9.06 0.39 MidS 0.50 3 -0.33 57.92 0.01 -1.5 12.95 0.12 MidS 0.12 4 1.74 20.80 0.08 -1.5 12.95 0.12 MidS 0.20 5 -0.33 57.92 0.01 1.4 9.06 0.16 MidS 0.16 6 1.74 20.80 0.08 1.4 9.06 0.16 MidS 0.25 7 -0.44 57.92 0.01 3.7 9.06 0.41 MidS 0.41 8 2.32 20.80 0.11 3.7 9.06 0.41 MidS 0.53 9 0.03 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 10 0.02 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 11 0.02 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 --- 12 0.03 20.80-0.00 -0-3 12-95-0.03-MidS-0.03 3 51.4 7 2 95ZO67 1 0.02 15.51 0.00 -1.5 7.13 0.21 RLap 0.21 ( 49.5) 2 0.69 15.51 0.04 -1.5 7.13 0.21 RLap 0.26 3 0.02 15.51 0.00 0.6 7.13 0.09 RLap 0.09 4 0.52 15.51 0.03 0.6 7.13 0.09 RLap 0.13 5 0.02 15.51 0.00 -0.6 7.13 0.09 RLap 0.09 6 0.52 15.51 0.03 -0.6 7.13 0.09 RLap 0.12 7 0.02 15.51 0.00 -1.6 7.13 0.23 RLap 0.23 8 0.69 15.51 0.04 -1.6 7.13 0.23 RLap 0.27 9 0.04 15.51 0.00 0.6 7.13 0.10 RLap 0.10 10 0.03 15.51 0.00 1.9 7.13 0.28 RLap 0.28 11 0.03 15.51 0.00 0.6 7.13 0.10 RLap 0.10 12 0.04 15.51 0.00 0.1 7.13 0.02 RLap 0.02 3 51.4 7 3 95ZO67 1 -0.11 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 ( 49.5) 2 0.58 12.78 0.05 -1.9 7.13 0.27 RLap 0.31 3 -0.08 36.96 0.00 0.8 7.13 0.12 RLap 0.12 4 0.44 12.78 0.03 0.8 7.13 0.12 RLap 0.15 5 -0.08 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 6 0.44 12.78 0.03 -0.8 7.13 0.11 RLap 0.15 7 -0.11 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 8 0.58 12.78 0.05 -2.0 7.13 0.29 RLap 0.33 9 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 10 0.02 12.78 0.00 2.5 7.13 0.36 RLap 0.36 11 0.02 12.78 0.00 0.8 7.13 0.12 RLap 0.13 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 3 51.4 7 4 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 RLap 0.27 ( 49.5) 2 1.27 12.78 0.10 -1.9 7.13 0.27 RLap 0.37 3 -0.07 36.96 0.00 0.8 7.13 0.12 RLap 0.12 4 0.95 12.78 0.07 0.8 7.13 0.12 RLap 0.20 5 -0.07 36.96 0.00 -0.8 7.13 0.11 RLap 0.11 6 0.95 12.78 0.07 -0.8 7.13 0.11 RLap 0.19 7 -0.09 36.96 0.00 -2.0 7.13 0.29 RLap 0.29 8 1.27 12.78 0.10 -2.0 7.13 0.29 RLap 0.39 9 0.05 12.78 0.00 0.9 7.13 0.13 RLap 0.13 10 0.04 12.78 0.00 2.5 7.13 0.36 RLap 0.36 11 0.04 12.78 0.00 0.9 7.13 0.13 RLap 0.13 78 78 78 78 78 78 78 78 78 78 78 96 96 96 96 96 96 96 96 96 96 96 48 48 48 48 48 48 48 48 48 48 48 48 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 A-318 10/1/2021 - RAD fAPSl.out 12 0.05 12.78 0.-00 0.2 7.13 0.03 RLap 0.03 78 3 51.4 7 5 95Z067 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 95Z075 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 95E075 ----- ---- 4.75 1 ----- 0.00 ----- 0.00 ----- 22.11 ----- ---- 0.00 0 2 2 95E075 14.75 2 5.86 0.36 21.18 0.28 0 2 3 95E075 24.00 2 3.80 0.22 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 12:37 m A-319 10A1/2021 P-00 fpeSl.OtXt Bay -Axial-Calc- Axial Wall Bay Eave Width Load Wind Seis Limit Id Id Part (ft) Id (k) (k) (k) 4 7 95EO75 4.75 1 5.86 0.01 21.18 4 6 95EO75 14.75 1 6.22 0.15 21.18 4 5 95EO75 24.00 1 6.22 0.17 21.18 4 4 95EO75 24.00 1 0.00 0.00 22.11 4 3 95EO75 24.00 2 2.02 0.06 21.18 4 2 95EO75 24.00 2 2.02 0.04 21.18 4 1 95E075 30.50 2 2.02 0.02 21.18 Axial Max Ratio KL/r 0.28 0 0.29 0 0.29 0 0.00 0 0.10 0 0.10 0 0.10 0 K2180744A Strut Bolts 10/ 1/21 12:37pm -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- RAFTER CONNECTION: Back SW Location Purlin Eave Strut ------------------------------ RF Welded Clip Direct Bolt Front -SW Eave Strut 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 UldL£:ZT TZ/T /OT TL ZZ'O Z9'9 9T'T OE'S 9T'T TL ZZ'O 9b'6 9T'T 0£'S 9T'T TL ZZ'O b6'8 9T'T OE'S 9T'T TL 6Z'0 b6'8 LZ'T 0£'S LZ'T TL 6Z'O b6'8 LZ'T 0£'S LZ'T TL £T'O bb'8 69'0 O£'S 69'0 TL £T'0 66'8 69'0 OE'S 69'0 TL bb'0 Z9'9 ZE'Z OE'S ZE'Z TL bb'0 96'6 ZE'Z OE'S ZE'Z TL 66'0 66'8 ZE'Z 0£'9 ZE'Z TL 8b'0 66'8 ES'Z 0£'S ES'Z TL 86'0 66'8 ES'Z OE'S £S'Z TL 9Z'0 66'8 LE'T 0£'S LE'T TL 9Z'0 66'8 LE'T OE'S LE'T TL ST'0 Z9'9 6L'O 0£'9 6L'0 TL ST'O 96'6 6L'O OE'S 6L'O TL ST'0 66'8 6L'O OE'S 6L'0 TL ST'0 W 8 6L'O OE'S 6L'0 TL ST'0 66'8 6L'O OE'S 6L'O TL LO'0 66'8 6£'0 O£'S 6£'0 TL LO'O 66'8 6£'0 OE'S 6£'0 TL ST'0 Z9'9 6L'0 0£'S 6L'0 TL ST'0 9b'6 6L'O 0£'S 6L'O TL 9I'0 66'8 6L'0 O£'S 6L'0 TL ST'O 66'8 6L'0 0£'9 6L'O TL ST'0 66'8 6L'O OE'S 6L'O TL LO'0 66'8 6E'O OE'S 6£'0 TL LO'0 66'8 6£'0 0£'S 6E'0 TL L£'0 Z9'9 66'T 0£'S b6'T TL LE'0 96'6 66'T 0£'S b6'T TL L£'0 66'8 66'T O£'S b6'T TL Zb'0 bb'8 SZ'Z 0£'S SZ'Z TL Zb'0 66'8 SZ'Z 0£'S SZ'Z TL 6Z'0 66'8 8Z'T OE'S 8Z'T TL 6Z'0 66'8 8Z'T O£'S 8Z'T TL 8T'0 Z9'9 L6'0 O£'S L6'0 TL 8T'O 9b'6 L6'0 0£'9 L6'0 TL 81'0 66'8 L6'0 0£'9 L6'0 ----- (K) ------ (UT) ------------- (UT) -4zud 4TUT'I zagsuM uTO : SMSUOS NIqund 00'Z9 00'08 8T0'0 -9xx -------- (T-0 ------- (TSN) ------------- (UT) lzud ugbuaags pTaTA xoTus aTTSuay :'I3NKd SauoZ Tauua ;oog VPPL08TZ?I 0 OOS' 0 LOEV Z 66' TS ald 8 E 0 009'0 LOEV Z b6'TS dd L 6 0 009'0 LOEV Z B6'T9 au 9 E 0 009'0 LOEV Z tV TS au S E 0 009'0 LOEV Z W TS lu b E 0 009'0 LOEV Z W TS ad E £ 0 009'0 LOEV Z 6V TS au Z E 0 009'0 LOEV Z £9'8b A'd 8 E 0 009'0 LOEV Z £S'86 aU L £ 0 009'0 LOEV Z £S'8b au 9 E 0 009'0 LOEV Z ES'8Ti du S E 0 009'0 LOU Z £S'86 au b E 0 009'0 LOEV Z £S'8b ad £ £ 0 009'0 LOEV Z £S'8b ald Z E 0 009'0 LOEV Z WEE ald 8 E 0 009'0 LOU Z WEE all L c 0 009'0 LOEV Z WEE ald 9 £ 0 009'0 LOEV Z WEE ad S E 0 009'0 LOEV Z WEE a2l 6 £ 0 009'0 LOEV Z WEE ald £ £ 0 009'0 LOEV Z 00'E£ aE Z £ 0 009'0 LOEV Z WEE ald 8 Z 0 009'0 LOEV Z WEE ad L Z 0 009'0 LOEV Z 00'E£ au 9 Z 0 009'0 LOEV Z WEE 3u S Z 0 009'0 LOEV Z WEE au b Z 0 009'0 LOEV Z 00'EE au £ Z 0 009'0 LOEV Z WEE 3Li Z Z 0 009'0 LOEV Z L6'LT aE 8 Z 0 009'0 LOEV Z LV LT ad L Z 0 009'0 LOEV Z LV LT lau 9 Z 0 009'0 LOEV Z L6'LT au S Z 0 009'0 LOEV Z LVLT ald b Z 0 009'0 LOEV Z L6'LT 3E E Z 0 009'0 LOEV Z L6'LT AU Z Z 0 009'0 LOEV Z 99'6T au 8 Z 0 009'0 LOEV Z 99*bT ad L Z 0 009'0 LOEV Z 99'6T ald 9 Z -1.>10-T59<1-00-a T:OZVT/OT 10A1/2021 Roo fDes:uut 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 .. :. W8 =, 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' 2.411 ' 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 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=. .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. .:'2 •95Z0'67 .:'14:75 .:' 1.94 .-1.19 0- :' 68.3.: 81.9.2' 3 ' 95Z063 '. 24.00- 1.19' . 1;1.9," ... •0.: 10o.7... 1208:•7• 4...95'Z06T.,. 24:,00. Ij-.9 1.19 .0, •10.0',7. 12.0.8 '.:.'. •'.:,', •'..,'. ••...`, •..,, . .5 • 95.Z067 • 24:00. 1.19. 1.19, . 0 .100:7 - .,1208.7 ... - .. :.. .:.. :.. A=323 • - ' 10A1/2021 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 10A1/2021 tzoo fDC&L.out Bay ------- Shear(k)------- Id Loc Calc Limit UC ---- ---- ------ ----- ---- LExt RSup -0.15 4.24 0.04 1 LSup 0.25 4.24 0.06 2 RLap -0.56 3.02 0.19 3 RLap -0.76 3.02 0.25 4 LLap 0.73 3.02 0.24 5 LLap 0.76 3.02 0.25 6 RLap -0.81 4.24 0.19 7 LLap 1.06 11.72 0.09 RExt LSup 0.07 11.72 0.01 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay ----- Left_Lap(k) ------ Id Calc Shear Bear UC ---- ----- ----- ----- ---- 1 2 0.07 2.65 2.11 0.03 3 0.57 2.65 2.11 0.27 --4-0.74 2.65 2.11 0.35 5 0.74 2.65 2.11 0.35 6 0.61 2.65 2.36 0.26 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral REACTIONS: ---------Shear(k)-- Bay Left Left Right Id Sup Lap Lap ---- ----- ----- ----- LExt 0.00 1 0.07 -0.06 2 0.10 0.06 -0.16 3 0.22 0.20 -0.22 4 0.23 0.21 -0.21 5 0.24 0.22 -0.20 6 0.19 0.17 -0.23 7 0.34 0.30 RExt 0.02 ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Loc Calc Limit UC Loc UC Calc Limit ---- ------ ----- ---- ---- ---- ----- ----- RSup 0.16 8.45 0.02 RSup 0.04 0.00 RSup 0.31 8.45 0.04 LSup 0.06 -0.01 RLap 1.99 7.13 0.28 RLap 0.34 0.01 RLap 2.56 7.13 0.36 RLap 0.44 -0.26 LLap 2.60 7.13 0.37 LLap 0.44 -0.15, LLap, 2.56 7.13 0.36 LLap 0.44 -0.26 RLap, 4.12 8.24 0.50 RLap 0.52 0.05 MidS -4.68 12.95 0.36 LLap 0.29 -0.87 LSup 0.03 12.95 0.00 LSup 0.00 0.11 ----- Right_Lap(k)----- Calc Shear Bear UC 0.08 2.65 2.36 0.03 0.57 2.65 2.11 0.27 0.74 2.65 2.11 0.35 0:74 2.65 2.11-0.35- - 0.54 2.65 2.11 0.26 0.63 2.65 2.36 0.27 ----- -------------- Moment(f-k)--------------- Right Left Left MidSpan Right Right Sup Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- ----- -0.04 0.00 0.01 1.11 0.05 -0.10 0.05 -0.08 3.69 0.01 0.17 -0.18 0.17 0.01 -0.10 5.23 0.57 0.78 -0.24 0.78 0.53 -0.50 11.50 0.73 1.01 -0.23 1.01 0.75 -0.38 12.01 0.74 1.00 -0.22 1.00 0.73 -0.50 12.48 0.53 0.78 -0.27 0.78 0.56 -0.20 10.09 1.18 1.66 -0.23 1.66 1.04 -1.34 17.66 0.01 0.00 0.01 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- Id Loc Calc Limit UC ---- ---- ------ ----- ---- LExt RSup -0.04 4.24 0.01 1 LSup 0.07 4.24 0.02 2 RLap -0.16 3.02 0.05 3 RLap -0.22 3.02 0.07 4 LLap 0.21 3.02 0.07 5 LLap 0.22 3.02 0.07 6 RLap -0.23 4.24 0.05 7 LLap, 0.30 11.72 0.03 RExt LSup 0.02 11.72 0.00 ----- Moment(f-k)------ -Mom+Shr- Deflect(in) Loc Calc Limit UC Loc UC Calc Limit ---- ------ ----- ---= ---- ---- ----- ----- RSup 0.05 8.45 0.01 LSup 0.00 0.00 RSup 0.09 8.45 0.01 RSup 0.02 0.00 RLap 0.57 7.13 0.08 RLap 0.10 0.00 RLap 0.73 7.13 0.10 RLap 0.13 -0.08 LLap, 0.75 7.13 0.10 LLap 0.13 -0.04 LLap 0.73 7.13 0.10 LLap 0.13 -0.07 RLap 1.18 8.24 0.14 RLap 0.15 0.01 MidS -1.34 12.95 0.10 LLap 0.08 -0.25 LSup 0.01 12.95 0.00 LSup 0.00 0.03 A-325 10/1/2021 R00 fAPS1.0ut LAP BOLT SHEAR/BEARING: Bolt = 0.500 (A307) Bay ----- Left_Lap(k)------ Id Calc Shear Bear UC 1 2 0.02 2.65 2.11 0.01 3 0.16 2.65 2.11 0.08 4 0.21 2.65 2.11 0.10 5 0.21 2.65 2.11 0.10 6 0.17 2.65 2.36 0.07 7 0.25 2.65 3.31 0.09 ----- Right_Lap(k)----- Calc Shear Bear UC 0.02 2.65 2.36 0.01 0.16 2.65 2.11 0.08 0.21 2.65 2.11 0.10 0.21 2.65 2.11 0.10 0.16 2.65 2.11 0.07 0.18 2.65 2.36 0.08 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-326 10/1/2021 F-00 fAesl.0Rt 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)--------------------- Bay Left Left Right Right Left Left Id Sup Lap Lap Sup Sup Lap ---- ----- ----- ----- ----- ----- ----- LExt 0.00 0.30 0.00 1 -0.47 0.38 0.62 -0.33 2 -0.63 -0.40 1.00 1.14 -1.04 -0.05 3 -1.38 -1.24 1.36 1.50 -4.84 -3.28 4 -1.44 -1.30 1.30 1.44 -6.28 -4.65 5 -1.50 -1.36 1.24 1.38 -6.27 -4.57 6 -1.21 -1.07 1.44 1.67 -4.87 -3.52 7 -2.13 -1.90 i.47 -10.42 -6.52 RExt -0.13 0.00 -0.07 Moment(f-k)--------------- MidSpan Right Right Mom Loc Lap Sup -0.08 1.11 -0.33 0.53 3.80 -0.07 -1.04 0.61 5.23 -3.56 -4.84 3.11 11.50 -4.58 -6.28 2.38 12.00 -4.64 -6.27 3.10 12.48 -3.31 -4.87 1.24 10.08 -7.40 -10.42 8.44 17.70 -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) ------ Id Calc Shear Bear UC 1 2 0.13 2.65 2.11 0.06 3 1.02 2.65 2.11 0.48 4 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 6 1.08 2.65 2.36 0.46 7 1.56 2.65 3.31 0.59 ----- Right_Lap(k)----- Calc Shear Bear UC 0.14 2.65 2.36 0.06 1.02 2.65 2.11 0.48 1.32 2.65 2.11 0.63 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 1.13 2.65 2.36 0.48 LOAD ID 5 : Dead+Collateral+0.75Live+0.45Wind Pressurel -------------------------------------------------------- REACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)-- Bay Left Left Right Right Left Left MidSpan Id Sup Lap Lap Sup Sup Lap Mom Loc ---- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.17 0.00 0.05 1.11 Right Right Lap Sup 0.19 A-327 10/1/2021 R.00 fDes2.0ut 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)------ Id Calc Shear Bear UC 1 2 0.08 2.65 2.11 0.04 3 0.64 2.65 2.11 0.30 4 0.83 2.65 2.11 0.39 5 0.83 2.65 2.11 0.39 6 0.68 2.65 2.36 0.29 7 0.98 2.65 3.31 0.37 ----- Right _Lap(k)----- Calc Shear Bear UC 0.09 2.65 2.36 0.04 0.64 2.65 2.11 0.30 0.83 2.65 2.11 0.39 0.83 2.65 2.11 0.39 0.61 2.65 2.11 0.29 0.70 2.65 2.36 0.30 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-328 20A2/2021 zoo 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) ------ Id Calc Shear Bear UC ---- ----- ----- ----- ---- 1 2 0.04 2.65 2.11 0.02 3 0.33 2.65 2.11 0.16 4 0.43 2.65 2.11 0.21 5 0.43 2.65 2.11 0.21 6-0.36 2.65 2.36 0.15 7 0.51 2.65 3.31 0.19 ----- Right_Lap(k)----- Calc Shear Bear UC 0.05 2.65 2.36 0.02 0.33 2.65 2.11 0.16 0.43 2.65 2.11 0.21 0.43 2.65 2.11 0.21 0.32 2.65 2.11 0.15 0.37 2.65 2.36-0-16 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-329 10/1/2021 Roo fDPss.out Bolt = 0.500 (A307) Bay ----- Left_Lap(k) ------ Id Calc Shear Bear UC 1 2 0.04 2.65 2.11 0.02 3 0.34 2.65 2.11 0.16 4 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 6 0.36 2.65 2.36 0.15 7 0.53 2.65 3.31 0.20 ---- Right_Lap(k) ----- Calc Shear Bear UC 0.05 2.65 2.36 0.02 0.34 2.65 2.11 0.16 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 0.38 2.65 2.36 0.16 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl ---------------------------------------------- REACTIONS: ---------Shear(k)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.19 _ _ 1_-0.30 0.24 -0.39 2 -0.40 -0.25 0.64 0.73 3 -0.88 -0.79 0.86 0.95 4 -0.92 -0.83 0.83 0.92 5 -0.95 -0.86 0.79 0.88 6 -0.77 -0.68 0.92 1.06 7 -1.35 -1.20 0.94 RExt -0.09 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.05 1.11 -0.21 -0.21 ----0.34-3-82--0.04--0.66 -0.66 -0.03 0.38 5.23 -2.26 -3.07 -3.07 -2.08 1.98 11.50 -2.91 -3.99 -3.99 -2.96 1.51 12.00 -2.95 -3.98 -3.98 -2.90 1.97 12.49 -2.10 -3.09 -3.09 -2.23 0.78 10.08 -4.70 -6.62 -6.62 -4.14 5.37 17.71 -0.04 -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/202t R.00 fDesl.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 0.12 -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-331 10/1/2021 R00 fDesi.Out 3 -1.42 -1.27 4 -1.48 -1.33 5 -1.54 -1.39 6 -1.24 -1.10 7 -2.18 -1.94 RExt -0.14 1.39 1.54 -4.96 -3.36 1.33 1.48 -6.44 -4.77 1.27 1.42 -6.42 -4.68 1.48 1.71 -4.99 -3.60 1.51 -10.67 -6.68 0.00 -0.07 3.19 11.50 -4.69 -6.44 2.44 12.00 -4.76 -6.42 3.18 12.48 -3.39 -4.99 1.27 10.08 -7.58 -10.67 8.64 17.70 -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 10/1/2021 7z00 fpesi.out 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 F-00fDesl.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 --------- 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 Notes 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 F-00 fDeSi.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-335 10/1/2021 Roo fDPsi.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-336 10A1/2022 F-00 fpes2.0ut 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 0.13 -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 0.16 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) ------ Id Calc Shear Bear UC 1 2 0.04 2.65 2.11 0.02 3 0.29 2.65 2.11 0.14 4 0.38 2.65 2.11 0.18 5 0.38 2.65 2.11 0.18 6 0.31 2.65 2.36 0.13 7 0.44 2.65 3.31 0.17 ---- Right_Lap(k)----- Calc Shear Bear UC 0.04 2.65 2.36 0.02 0.29 2.65 2.11 0.14 0.38 2.65 2.11 0.18 0.38 2.65 2.11 0.18 0.28 2.65 2.11 0.13 0.32 2.65 2.36 0.14 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 Roo 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)------ Id Calc Shear Bear UC ---- ----- ----- ----- ---- 1 2 0.13 2.65 2.11 0.06 3 1.02 2.65 2.11 0.48 4 1.32 2.65 2.11 0.63 5 1.32 2.65 2.11 0.63 6 1.08 2.65 2.36 0.46 7 1.56 2.65 3.31 0.59 ----- Right_Lap(k)----- Calc Shear Bear UC 0.14 2.65 2.36 0.06 1.02 2.65 2.11 0.48 1.32 2.65 2.11 0-.63- 1.32 2.65 2.11 0.63 0.97 2.65 2.11 0.46 1.13 2.65 2.36 0.48 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-338 10/1/2021 Roo fAesl.out 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.09 1 0.15 -0.12 -0.20 2 0.21 0.13 -0.33 -0.38 3 0.45 0.41 -0.45 -0.49 4 0.47 0.43 -0.43 -0.47 5 0.49 0.45 -0.41 -0.46 6 0.40 0.35 -0.47 -0.55 7 0.70 0.62 -0.47 RExt 0.04 0.00 -------------- Moment(f-k)- Left Left MidSpan- Sup Lap Mom Loc ----- ----- ----- ----- 0.00 0.02 1.11 0.10 -0.17 3.69 0.34 0.01 -0.20 5.23 1.59 1.08 -1.02 11.50 2.07 1.53 -0.78 12.01 2.06 1.50 -1.02 12.48 1.60 1.16 -0.41 10.09 3.41 2.13 -2.75 17.66 0.02 0.00 0.50 ight_Right Lap Sup 0.10 0.02 0.34 1.17 1.59 1.51 2.07 1.53 2.06 1.09 1.60 2.42 3.41 0.02 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-339 10A1/2021 Roo fABsl.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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.11 1 -0.17 0.13 0.21 2 -0.21 -0.13 0.34 0.38 3 -0.46 -0.42 0.46 0.50 4 -0.48 -0.44 0.44 0.48 5 -0.50 -0.46 0.42 0.46 6 -0.41 -0.36 0.48 0.56 7 -0.72 -0.64 0.51 RExt -0.05 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.03 1.11 -0.13 -0.13 0.18 3.93 -0.02 -0.35 -0.35 -0.02 0.20 5.24 -1.20 -1.62 -1.62 -1.10 1.04 11.50 -1.54 -2.11 -2.11 -1.56 0.80 12.00 -1.56 -2.11 -2.11 -1.54 1.04 12.49 -1.11 -1.63 -1.63 -1.18 0.41 10.06 -2.50 -3.51 -3.51 -2.20 2.86 17.73 -0.03 -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)------ Id Calc Shear Bear UC 1 2 0.04 2.65 2.11 0.02 3 0.34' 2.65 2.11 0.16 4 0.44 2.65 2.11 0.21 5 0.44 2.65 2.11 0.21 6 0.36 2.65 2.36 0.15 7 0.53 2.65 3.31 0.20 ---- Right_Lap(k)----- Calc Shear Bear UC 0.05 2.65 2.36 0.02 0.34 2.65 2.11 0.16 0.44 2.65 2.11 0.21 0.44 2.65 2.11 0.21 0.32 2.65 2.11 0.15 0.38 2.65 2.36 0.16 LOAD ID 8 : Dead+Collateral+0.45Wind Suctionl --------------------------------------------------------------- REACTIONS: --------- Shear(k)--------- -------------- Moment(f-k)-- Bay Left Left Right Right Left Left MidSpan Id Sup Lap Lap Sup Sup Lap Mom Loc ---- ----- ----- ----- ----- ----- ----- ----- ----- ------------ Right Right Lap Sup A-340 10/1/2021 Roo fDess.out 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.07 1 0.12 -0.10 -0.16 2 ' 0.16 0.10 -0.26 -0.30 3 0.36 0.32 -0.35 -0.39 4 0.38 0.34 -0.34 -0.38 5 0.39 0.35 -0.32 -0.36 6 0.32 0.28 -0.38 -0.44 7 0.55 0.49 -0.37 RExt 0.03 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.02 1.11 0.08 0.08 -0.14 3.69 0.02 0.27 0.27 0.01 -0.16 5.23 0.93 1.26 1.26 0.86 -0.81 11.50 1.19 1.64 1.64 1.21 -0.62 12.01 1.21 1.63 1.63 1.19 -0.81 12.48 0.87 1.27 1.27 0.92 -0.32 10.09 1.92 2.71 2.71 1.69 -2.18 17.66 0.02 0.02 0.00 0.50 0.00 STRENGTH/DEFLECTION: Bay ------- Shear(k)------- ----- Moment(f-k)------ -Mom+Shr- Deflect(in) A-3 4 1 10/1/2021 R:oo fpess.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 Roo 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 OC 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-343 10/1/2021 Roo fDPSi.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 Roo fDPsl.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 Id Id No. Attachment Id ---- ---- ---------------- ---- 2 RF 12 Weld clip @951 3 RF 12 Weld clip @951 REQUIRED ANTI -ROLL CONNECTION: Surf Line Roll Id Id No. Attachment Id ---- ---- ---------------- ---- 2 RF 1 Gusset clip @952 3 RF 1 Gusset clip 0952 Force/Connection Thick Calc Limit UC ----- ----- ----- ---- 0.220 0.32 0.28 1.16 0.220 0.32 0.28 1.16 Force/Connection Thick Calc Limit UC ----- ----- ----- ---- 0.220 -0.27 0.97 0.28 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 10/1_/2021 7z.00 fDesl.0Vt 2 Left 11 12 13 2 Center 11 12 13 2 Right 11 12 13 ---- 3 -------- Left ---- 11 12 13 3 Center 11 12 13 3 Right 11 12 13 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.04 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.03 13.2 -0.01 0.58 0.01 13.2 -0.01 0.58 0.01 13.2 0.02 0.58 0.04 ------ ----- ----- ----- 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 20.0 0.02 0.58 0.04 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 20.0 0.02 0.58 0.03 20.0 -0.01 0.58 0.01 20.0 -0.01 0.58 0.01 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+0.75tive+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 R00 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 fDesl.out 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-349 10/1/2021 RAo fDeS2.0ut 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 ----- Plate Type Thick Width Type Row Dia Gage Space Wind Seismic ------ ---- ----- ----- ----- --- ----- ---- ----- ------ ------- Splice EE 0.375 6.00 A325 4 0.750 3.00 4.00 44.55 2.40 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 ----- Req Req Dia Thick 0.458 0.308 A-350 10A1/2021 R.00 fDesl.otct 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 so/7J2o21 R.00 fAesz.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 `ul 10/1/2021 tz.00 fDesi.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-354 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----0.6-7.33-0.09-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 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-355 Zo/2/2021 tzoo 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-356 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- 7-13-0.25-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 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-357 20/i/2021 Roo fpesz.out ( 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-358 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-359 10/1/2021 Roo fDCs2.out 10 0.01 12.78 0.00 2.5 7.13 0.36 RLap 0.36 11 0.01 12.78 0.00 0.8 7.13 0.12 RLap 0.13 12 0.02 12.78 0.00 0.2 7.13 0.03 RLap 0.03 3 51.4 7 4 95ZO67 1 -0.09 36.96 0.00 -1.9 7.13 0.27 LLap 0.27 ( 49.5) 2 1.27 12.78 0.10 -1.9 7.13 0.27 LLap 0.37 3 -0.07 36.96 0.00 0.8 7.13 0.12 LLap 0.12 4 0.95 12.78 0.07 0.8 7.13 0.12 LLap 0.20 5 -0.07 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 6 0.95 12.78 0.07 -0.8 7.13 0.11 LLap 0.19 7 -0.09 36.96 0.00 -2.0 7.13 0.29 LLap 0.29 8 1.27 12.78 0.10 -2.0 7.13 0.29 LLap 0.39 9 0.06 12.78 0.00 0.9 7.13 0.13 LLap 0.13 10 0.04 12.78 0.00 2.5 7.13 0.36 LLap 0.37 11 0.04 12.78 0.00 0.9 7.13 0.13 LLap 0.13 12 0.06 12.78 0.00 0.2 7.13 0.03 LLap 0.03 3 51.4 7 5 95ZO67 1 -0.22 36.96 0.01 -1.9 7.13 0.27 LLap 0.26 ( 49.5) 2 1.16 12.78 0.09 -1.9 7.13 0.27 LLap 0.36 3 -0.17 36.96 0.00 0.8 7.13 0.12 LLap 0.11 4 0.87 12.78 0.07 0.8 7.13 0.12 LLap 0.19 5 -0.17 36.96 0.00 -0.8 7.13 0.11 LLap 0.11 6 0.87 12.78 0.07 -0.8 7.13 0.11 LLap 0.18 7 -0.22 36.96 0.01 --- 2.0 7.53 0-29 LLap 0-28- 8 1.16 12.78 0.09 -2.0 7.13 0.29 LLap 0.38 9 0.03 12.78 0.00 0.8 7.13 0.12 LLap 0.13 10 0.02 12.78 0.00 2.5 7.13 0.36 LLap 0.36 11 0.02 12.78 0.00 0.8 7.13 0.12 LLap 0.13 12 0.03 12.78 0.00 0.2 7.13 0.03 LLap 0.03 3 51.4 7 6 95ZO75 1 -0.22 41.38 0.01 -3.0 8.45 0.37 RLap 0.36 ( 49.5) 2 1.16 15.61 0.07 -3.0 8.45 0.37 RLap 0.44 3 -0.17 41.38 0.00 1.3 8.24 0.17 RLap 0.16 4 0.87 15.61 0.06 1.3 8.24 0.17 RLap 0.22 5 -0.17 41.38 0.00 -1.2 8.45 0.15 RLap 0.15 6 0.87 15.61 0.06 -1.2 8.45 0.15 RLap 0.21 7 -0.22 41.38 0.01 -3.3 8.45 0.39 RLap 0.39 8 1.16 15.61 0.07 -3.3 8.45 0.39 RLap 0.47 9 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 10 0.02 15.61 0.00 4.0 8.24 0.50 RLap 0.50 11 0.02 15.61 0.00 1.4 8.24 0.17 RLap 0.17 12 0.02 15.61 0.00 0.3 8.24 0.04 RLap 0.04 3 51.4 7 7 95Z105 1 -0.22 57.92 0.00 3.5 9.06 0.39 MidS 0.38 ( 49.5) 2 1.16 20.80 0.06 3.5 9.06 0.39 MidS 0.44 3 -0.17 57.92 0.00 -1.5 12.95 0.12 MidS 0.12 4 0.87 20.80 0.04 -1.5 12.95 0.12 MidS 0.16 5 -0.17 57.92 0.00 1.4 9.06 0.16 MidS 0.16 6 0.87 20.80 0.04 1.4 9.06 0.16 MidS 0.20 7 -0.22 57.92 0.00 3.7 9.06 0.41 MidS 0.41 8 1.16 20.80 0.06 3.7 9.06 0.41 MidS 0.47 9 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 10 0.01 20.80 0.00 -4.6 12.95 0.36 MidS 0.36 11 0.01 20.80 0.00 -1.6 12.95 0.13 MidS 0.13 12 0.01 20.80 0.00 -0.3 12.95 0.03 MidS 0.03 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 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 96 96 96 96 96 96 96 96 96 96 96 96 A-360 10/1/2021 R00 fDPS1.0i tt Id Id Part (ft) Id (k) (k) (k) Ratio KL/r ---- 2 --- 1 -------- 95EO75 ----- 11.00 ---- 1 ----- 0.00 ----- 0.00 ----- 22.11 ----- 0.00 ---- 0 2 2 95EO75 14.75 2 5.86 0.37 21.18 0.28 0 2 3 95EO75 24.00 2 3.80 0.23 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(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 -------- 95EO75 ----- 11.00 ---- 1 ----- 5.86 ----- 0.01 ----- 21.18 ----- 0.28 ---- 0 4 6 95EO75 14.75 1 6.22 0.16--21-.-18 0-..2-9 0 4 5 95EO75 24.00 1 6.22 0.18 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 95EO75 30.50 2 2.02 0.02 21.18 0.10 0 K2180744A Strut Bolts 10/ 1/21 12:36pm RAFTER CONNECTION: Location Purlin ------------------- RF Welded Clip EAVE STRUTS: Wall Frm_Line Id Id Type 2 1 RF 2 2 RF 2 3 RF 2 4 RF 2 5 RF 2 6 RF 2 7 RF 2 8 RF 2 9 RF 4 1 RF 4 2 RF 4 3 RF 4 4 RF Back_SW Front -SW Eave Strut Eave Strut ----------- ----------- Direct Bolt Direct Bolt ----Bolt_Selected--- No. --- Type ----- Dia Wshr ----- ---- 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 2 A325 0.500 1 J --- Bolt_Capacity(k)---- Dt_Bolt Calc Shear Bear Ratio Id ----- ----- ----- ------------ 0.00 10.60 6.30 0.00 77 5.86 10.60 6.30 0.93 77 5.86 10.60 6.30 0.93 77 3.80 10.60 6.30 0.60 77 3.80 10.60 6.30 0.60 77 1.74 10.60 6.30 0.28 77 1.74 10.60 6.30 0.28 77 1.74.10.60 .6.30 0.28 77 1.74 10.60 6.30 0.28 77 5.86 10.60 6.30 0.93 77 6.22 10.60 6.30 0.99 77 6.22 10.60 6.30 0.99 77 6.22 10.60 6.30 0.99 77 A-3 6 1 10/z/2022 RDD fpeSi.out 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 0 2-25-8-44-0.42 7-1- 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-362 10A1/2021 RDO fDeSi.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) -------- ----- ------ ----- I VA'kN I DoOW4ia�kIon &V491616 -Purlin(ft,in)- Panel Surf ------Zone---------Locate(ft)----Surface(ft)-- Bay Load Min Zone Id Id Description Start End Offsetl 0ffset2 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 Surf Zone Screw Suction Load Id Id Space (psf) (k) ---- ---- ------------ ----- 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 -------- Limit(k) -------- Purlin Panel Screw Max Pullout Pullover Tension UC ---------------------- ---- A-363 10/1/2021 Roo fDP,Sl.out K2180744A Weight Summary Roof Purlins = 17660.37 Eave Struts = 1394.00 Roof Bracing = 345.77 Wind Bents = 1884.22 Total = 21284.36 10/ 1/21 12:36pm K2180744A Warning Summary 10/ 1/21 12:36pm .. No Warnings A-364 . .: :... , ... . _.. Nsign'. & surf 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'i) .. -------------------------------------- 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''. Shoa" :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: •2.4171.99. ' 10'-.9i96 .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 :-l7:531:` 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 : .. .. . .. 3 .10'26:114' . 2.'833 .2'.83. 1: 69. 10 - 0.-92• Mom; Shr . : 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.' . Adera.ge=' ' 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 .. '.' 10A1/2021 RD0 fDeSs.out 6 95Z075 24.00 1.19 1.94 0 7 95Z105 29.50 1.94 0 RExt 95Z105 1.00 0 Total(lb)= 116.0 1391.5 188.2 2257.8 6.0 71.8 779.7 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-366 10/1/2021 Roo fDesl.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-367 10/1/2021 tz.00 fr esl.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 10A2/2021 RD0 fAPS1.0ut 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)------ Id Calc Shear Bear UC 1 2 0.47 2.65 2.11 0.22 3 0.89 2.65 2.11 0.42 4 1.36 2.65 2.11 0.65 5 1.31 2.65 2.11 0.62 6 1.09 2.65 2.36 0.46 7 1.56 2.65 3.31 0.59 ----- Right_Lap(k)----- Calc Shear Bear UC 0.53 2.65 2.36 0.22 0.89 2.65 2.11 0.42 1.36 2.65 2.11 0.65 1.31 2.65 2.11 0.62 0.97 2.65 2.11 0.46 1.13 2.65 2.36 0.48 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 Roo fDPS1.Dut + 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) ------ Id Calc Shear Bear UC 1 2 0.30 2.65 2.11 0.14 3 0.56 2.65 2.11 0.26 4 0.86'2.65 2.11 0.41 5 0.82 2.65 2.11 0.39 6 0.68 2.65 2.36 0.29 7 0.98 2.65 3.31 0.37 ----- Right_Lap(k)----- Calc Shear Bear UC ----- ----- ----- ---- 0.33 2.65 2.36 0.14 0.56 2.65 2.11 0.26 0.86 2.65 2.11 0.41 0.82 2.65 2.11 0.39 0.61 2.65 2.11 0.29 0.70 2.65 2.36 0.30 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 tzoo fpesi.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) ------ Id Calc Shear Bear UC --- ----- ----- ----- ---- 1 -- - -2 0.15 2.65 2.11 0.07 3 0.29 2.65 2.11 0.14 4 0.45 2.65 2.11 0.21 5 0.43 2.65 2.11 0.20 6 0.36 2.65 2.36 0.15 7 0.51 2.65 3.31 0.19 ---- Right_Lap(k)----- Calc Shear Bear UC ---- ----- ----- ---- 0.17 2.65 2.36 0.07 0.29 2.65 2.11 0.14 0.45 2.65 2.11 0-.21---- 0.43 2.65 2.11 0.20 0.32 2.65 2.11 0.15 0.37 2.65 2.36 0.16 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 fpes1.0 t Bolt = 0.500 (A307) Bay ----- Left_Lap(k) ------ Id ,Calc Shear Bear UC ---- ----- ----- ----- ---- 1 2 0.16 2.65 2.11 0.08 3 0.30 2.65 2.11 0.14 4 0.46 2.65 2.11 0.22 5 0.44 2.65 2.11 0.21 6 0.36 2.65 2.36 0.15 7 0.53 2.65 3.31 0.20 ----- Right_Lap(k) ----- Calc Shear Bear UC 0.18 2.65 2.36 0.08 0.30 2.65 2.11 0.14 0.46 2.65 2.11 0.22 0.44 2.65 2.11 0.21 0.33 2.65 2.11 0.15 0.38 2.65 2.36 0.16 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-L-ap---Sup________-__ 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 RDD 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)------ Id Calc Shear Bear UC 1 2 0.12 2.65 2.11 0.06 3 0.23 2.65 2.11 0.11 4 0.35 2.65 2.11 0.17 5 0.34 2.65 2.11 0.16 6 0.28 2.65 2.36 0.12 7 0.41 2.65 3.31 0.15 ---- Right_Lap(k) ----- Calc Shear Bear UC 0.14 2.65 2.36 0.06 0.23 2.65 2.11 0.11 0.35 2.65 2.11 0.17 0.34 2.65 2.11 0.16 0.25 2.65 2.11 0.12 0.29 2.65 2.36 0.12 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-373 10/1/2021 RDD fDCsi.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 ---- ------ ----- ----- ----- F.IM'" 10/1/2021 Roo 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 A-375 10A2/2021 R.DD fDPs2.0ut SURFACE LAYOUT: Surface No. Peak Id Length Row Space ------- ------- --- ----- 3 33.114 12 1.333 PURLIN LOCATION: Purlin Surf Load Id Offset Space Width ------ ------ ----- ----- 1 1.333 1.333 2.750 2 4.167 2.833 2.833 3 7.000 2.833 2.833 4 9.833 2.833 2.833 5 12.666 2.833 2.875 6 15.583 2.917 2.917 7 18.500 2.917 2.917 8 21.417 2.917 2.667 9 23.833 2.417 2.417 10 26.250 2.417 2.417 11 28.667 2.417 2.417 12 31.083 2.417 2.224 33.114 2.031 Dead Show ------ Max -Load ------ Load Report Id UC Report Notes ----- ------ --- ---- --------- ------ 1.74 10 0.90 Mom,Shr 1.69 10 0.92 Mom,Shr 1.69 10 0.92 Mom,Shr 1.69 10 0.92 Mom,Shr 1.67 10 0.94 Mom,Shr 1.64 10 0.95 Mom,Shr 1.64 10 0.95 Mom,Shr 1.80 10 0.89 Mom,Shr 1.99 10 0-9.6_ _Mom+Shr 1.99 10 0.96 Mom+Shr 1.99 Y 10 0.96 Mom+Shr 2.16 10 0.91 Mom,Shr Average= 1.79 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 19.04 1.94 0 89.7 1076.0 2 95ZO67 14.75 1.94 1.19 0 66.3 819.2 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)= 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 10A1/2021 F-D0 fDeSl.0Rt 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 95ZO75 19.04 1.94 2.42 0 0.00 0.70 2 95ZO67 14.75 1.94 1.19 2.42 0 0.00 0.70 3 95ZO67 24.00 1.19 1.19 2.42 0 0.00 0.70 4 95ZO67 24.00 1.19 1.19 2.42 0 0.00 0.70 5 95ZO67 24.00 1.19 1.19 2.42 0 0.00 0.70 6 95ZO75 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-377 20A1/2022 Roo fDesl.Out 3 0.50 2.65 2.11 0.23 4 0.76 2.65 2.11 0.36 5 0.73 2.65 2.11 0.35 6 0.61 2.65 2.36 0.26 7 0.87 2.65 3.31 0.33 LOAD ID 2 : Dead+Collateral 0.76 2.65 2.11 0.36 0.73 2.65 2.11 0.35 0.54 2.65 2.11 0.26 0.63 2.65 2.36 0.27 REACTIONS: --------- Shear(k) --------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.04 1 0.15 -0.18 -0.21 2 0.14 0.10 -0.12 -0.15 3 0.22 0.19 -0.22 -0.25 4 0.23 0.21 -0.21 -0.23 5 0.24 0.22 -0.20 -0.22 6 0.19 0.17 -0.23 -0.27 7 0.34 0.30 -0.23 RExt 0.02 0.00 -------------- Moment(f-k)--------------- Le£t Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.01 1.11 0.05 0.05 -0.56 7.96 0.24 0.62 0.62 0.39 0.12 7.18 0.51 0.67 0.67 0.43 -0.54 11.22 0.76 1.04 1.04 0.77 -0.37 12.09___ 0.74 1.00 1.00 0.72 -0.50 12.46 0.53- 0.78 0.57 -0.20 10.10 1.18 1.66 1.66 1.04 -1.34 17.66 0.01 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 1ZD0 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 10/1/2021 R.00 fDesi.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 -0.16 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 -0.17 1 0.60 -0.69 -0.84 2 0.54 0.40 -0.48 -0.57 3 0.85 0.76 -0.88 -0.97 4 0.91 0.82 -0.81 -0.90 5 0.94 0.85 -0.78 -0.87 6 0.76 0.67 -0.90 -1.05 7 1.33 1.19 -0.89 RExt 0.08 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 0.05 1.11 0.19 0.19 -2.21 7.96 0.95 2.43 2.43 1.52 0.48 7.18 2.02 2.64 2.64 1.69 -2.11 11.22 2.97 4.06 4.06 3.03 -1.46 12.09 2.89 3.90 3.90 2.84 -1.96 12.46 2.09 3.08 3.08 2.22 -0.78 10.10 4.62 6.52 6.52 4.07 -5.26 17.66 0.04 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 10A1/2021 TZoD fDEsi.out 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) ------ Id Calc Shear Bear UC 1 2 0.30 2.65 2.11 0.14 3 0.56 2.65 2.11 0.26 4 0.86 2.65 2.11 0.41 5 0.82 2.65 2.11 0.39 6 0.68 2.65 2.36 0.29 7 0.98 2.65 3.31 0.37 ----- Right_Lap(k)----- Calc Shear Bear UC ----- ----- ----- ---- 0.33 2.65 2.36 0.14 0.56 2.65 2.11 0.26 0.86 2.65 2.11 0.41 0.82 2.65 2.11 0.39 0.61 2.65 2.11 0.29 0.70 2.65 2.36 0.30 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-381 10/1/2021 R00 fAC51.0vt 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)--------- Bay Left Left Right Right Id Sup Lap Lap Sup ---- ----- ----- ----- ----- LExt 0.00 0.11 1 -0.35 0.37 0.45 2 -0.29 -0.21 0.26 0.30 3 -0.45 -0.40 0.47 0.52 4 -0.49 -0.44 0.43 0.48 5 -0.50 -0.46 0.42 0.47 6 -0.41 -0.36 0.48 0.56 7 -0.72 -0.64 0.51 RExt -0.05 0.00 -------------- Moment(f-k)--------------- Left Left MidSpan Right Right Sup Lap Mom Loc Lap Sup ----- ----- ----- ----- ----- ----- 0.00 -0.03 1.11 -0.13 -0.13 1.20 7.93 -0.51 -1.31 -1.31 -0.82 -0.26 7.21 -1.08 -1.41 -1.41 -0.90 1.13 11.21 -1.59 -2.17 -2.17 -1.62 0.78 12.09 -1.55 -2.09 -2.09 -1.52 1.05 12.47 -1.11 -1.64 -1.64 -1.18 0.41 10.06__ 2.._5_0_ -3.51 -3.51 -2.20 2.86 17.73 -0.03 -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) ------ Id Calc Shear Bear UC 1 2 0.16 2.65 2.11 0.08 3 0.30 2.65 2.11 0.14 4 0.46 2.65 2.11 0.22 5 0.44 2.65 2.11 0.21 6 0.36 2.65 2.36 0.15 7 0.53 2.65 3.31 0.20 ---- Right_Lap(k) ----- Calc Shear Bear UC ---- ----- ----- ---- 0.18 2.65 2.36 0.08 0.30 2.65 2.11 0.14 0.46 2.65 2.11 0.22 0.44 2.65 2.11 0.21 0.33 2.65 2.11 0.15 0.38 2.65 2.36 0.16 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 10/1/2021 R00 fDesl.Oltt 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 10A1/2021 Roo fDess.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 0.04 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 10A1/2021 Roo fDes:umt: 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 R.oO fpeSs.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 RAo 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 Id Part 2 KR6- 3 KR6- PANEL STRENGTH: Surf Id Area 2 Left Surface No. Max ---Stiffness--- Type Gage Yield Length Purlin Space Rotation Shear ---- ----- ------------ ------ ------------- ------ KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 KR2 26.00 80.0 33.11 12 2.917 0.44 16.00 --------Support-------- --------- Midspan-------- Load Moment(£t-lb/ft) Moment(ft-lb/ft) Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- ------ ----- ----- ----- ------ ----- ----- ----- 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-387 10/1/2021 R00 fDeSi.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 ----- 10/2/2022 7z00 fpeSi.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 12:35pm 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 10A1/2021 R00 fDPS1.0ut 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