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POWER LIFT
RICE. Powerlift - 52x16 & 40x16 ENGINEERING ( Treasure. Coast - Ryan Moran 105 School Creek Trail I - Luxemburg, W (P) 920.617.1042 i.(F) 920.617.1100 PY Hydorraulic DoCalculations Project Location:. :O Prepared'for:' Port St. Lucie, Florida.::Powerlift Hydraulic Doors -Lake: Benton, MN REI Project # R18-07-171 7/30/2018 Design Criteria: DICE ] Design Loads per Florida Building Code 61 Edition (277) + (ASCE 7-10). ENGdIliEERWG 2, Deflection to be L/120 maxifor vertical.door membe s. Deflection to be 2L/120 for cantilever members: 105 School .Creek:TrW :.. ::. Luxemburg, WI54217 3 Steel tubes to be minimum ASTM A-500,:Grade B, Fy = 46 ksi. Phone 920-6171042 Fax 920.6174100 www.licainc.com. 4. Field and shop welding shall :be E70 or better, steel filer alloy to have a minimum tensile strength of 70:ksi or:better. Florida Firm No, 410000060M1 $ Design of material separation to prevent reaction between _ dissimilar materials rpficats ofAuttlori�Or►Ii�O not designed by Rice Engineering Ihc: Wayne K..Helmila. Registration No.:59092 6. Concrete shall be minimum f'c= 2,600 psi normal weight (assumed uncracke'd). 52 x:16 Door Calculations.:, : 40.x 16 Door Calculations: Page: Description: Date: Revision: 1:3 Door:Loading 7/25/18 4;: Vertical Rails.:- .. 5 Crossmembers 6 Door=Header 7 - Frame'Weader 8 ... Door Legs. 9:10 Truss: . 11 BottomTube 12:13' Reactions 14: Hinge 15 Cylinder • 16:17 Connections Page: Description: Date: Revision:_ ALAI Door Loading A4 Vertical Rails A5 Crossniem ers . A6 Door Header A7 Frame Header A8 Door Legs:. A9:A10 :Truss A11 ::.: Bottom Tube Al2:A13 Reactions A14 Hinge A15 Cylinder A16:17 Connections i OP ?RAWING),, SUBMITTAL REI�.IEW . PPROVED Q AP.PROVEDAS NOTED - REVISE AND RESUBMIT ' Q:REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY.. THE CONTRACTOR - IS RESPONSIBLE FOR. CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE: FOR TOLERA CE, CLEARANCE, QUANTITIES, FABRICATION: PROC AND .TECHNIQUES OF.. CONSTRUCTION, COOR OF HIS WORK WITH THER TRADES AND Disclaimer:. By. _ Date: Q p E gineers Design Approval Stamp:1/80/2Q18 Architectonic h c. fj�141: jI/// F rt'Pierce, FL 34950 x ( / This Certification is limited to tfi structural design of K• N�� structural components of this Hydraulic Door system v It does NOT include responsibility.for> ;.,. �\ S • Structural design of hardware, hinges, and. latches.. `. typ, 59092 • Design of material separation to prevent reaction between :dissimilar materials.'71 • Design of air and water infiltration prevention. STATE • The manufacture, assembly, or.installation of the system. • Quantities of materials or dimensional accuracy wings of drawings • :Anchorage to the substrate or design of the building support structure. Cover Page 1 of 1 Project Data: Governing Code: ww.Powerlift Hydraulic Door Detail Ref. sheet. No: —ASCE7-0s Calculations. w of r- double Posts - �' Double Legs ASCE 7=10 . Hurrrcane.Pins. w Wd. i✓ Use Truss rUse Truss Diagonals hb:= 20:: :.. ft building roof height —ASSUMED: hd:= 16 ft door overall height wd := 52 ft a6or overall width (A 06cupancy/Risk Category. Ih Spah:=48 in: ;max horizontaltube 5 acin Spav := .68. in max vertical tube spacing dt.- 26 ... in : tniss depth NOTE.• Hinges; are located at vertical rails : . Spat:= 37.375 in ""truss.uprightspacing " Wind Load Data: V = 160 mph gnwindspeed desi :D E::=":'C":: : buildin "e " " ure X. o:"o.r' Kzt:= 1.0 topog raphic coefficient = . Kd:= 0:85 directionalitytactoi�,� ... .. . . External Pressure Coefficients.: E GCp1 :_ -0.95 CZ Member Section Data: GCp2 i=" 0.80 CZ GCp3:_ -0.9 TYP ' f Cylinder. Large GCp4:= 0.80 Typy '. "' w. Frame Header. HSS5x5x0.188 Intemal Pressure Coefficients: ;. GCO2 :_ 4.18 Seismic Load Data:: Ss:= 6.2% f A Mapped SpectralResponsecelerationatShortPaiods S1:= 2.8% Mapped Spectral Response Acceleration atLcngPerbds Ip:= 1.0 Component ImportanceF,actot' '• aP:=.1.0 Comp onenfAmplifirationFavtcr Rp:= 2.5 Component Res pose ModificaitonFactor Fa:= 1.6 Short Period Site Coefficient (Table I IA-1) Fv:= 2A Long-PeribdSite-C6efficient(Table11A�2) i y Soil Site Class: D I Frame Post: HSS5x3x0.313 w. Door Header. HSS5x2x0.125 -: DOOCLeg: HSS5x3xb.313 ! Vertical Rails: - HSS5x2x0.125 �. Cross:Members: HSS3x2x0.083 Bottom Tube: HSS5x2x0.125 �: Truss Tube: HSS3z29Q.125� Truss Up fight HSS3x2x0.o83 Tn,ss D'agorta13: 1.2a"ip Pipe V11 "Tube sizes listed for:engineering are mini rrium5:' " D TI�L� RICE Ali ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 . Pnone::(s2o) s17-1o42 Fax: (920) 617-1100 www.rice-inc.cam Project Description:. 152x16.& 40x16 - Treasure coast Job No: R18-07. 171 Engineer: JRW Sheet No: 01.... Date: 7/25/18 Rev: - Chk:By: Date: Member Section Properties: :. FrameHeader - "HSS5x5x0.188" . FramePost = "HSS5x3x0.313" DOOrHeader = "HSS5x2x0:125" ' tfh = 0:174 in tjp : 0.29 in tdh = 0.12 - .. in WTfh = 11..96 Plf WTfp = 14.8 : Plf, WTdh = 5.6 plf 2 Afh = 3:28 in Afp - - 4.1 2 in Adh = 1.54' 2. in _ 4. Itt, = 12.6 in Imp = 12.6 4 in lXdh = 4.65 4 in Zfh = 5.89 :in 3 Zip = 6.42 in 3 Zicdh.= 2.37 3 in VerticalRail = "HSS5x2x0.125" CrossMember = "HSS3x2x0.083" BottomTube = "HSS&W.125" :. tvr = 0.116 . ..::in tcm = 0.08 in tbt= 0.12 in WTvr.= 5.6.. plf . .... .-. - 273 If WTl .m -. p WT 5:6 bt= . P If Avr = 1.54 In .. Acm = 0.8 in 2 AM= 1.54 ..:. 2 in :Inq Ixvr = 4.65 Ixc = 1.02 in4 lxbt= 4.65. inq 3 Zxvr:= 2.37 in _ .. Zxcm I =0,82 3 in Zxbf=..:2:37 ::: 3 in TrussTube = "HSSUx x0.1:25" TrussUpright = "HSS3x2x0.08T' l- ttt - 0.116 in ttu 0.08 .:. in WTtt = 3:9 plf WTtu = 2.73 . pIf . 2. A{i:= 1.07 in At = 0.8 2 ..:: . in ..4 - - lxtt= -1.3 n Ixt l 1.02 4 in . Zxtt 1.06 in3 Zxtu = 0.82 3 = .. :: = in Wind Load: Calculations: Vebcitypessure Coefcients: Velocity pe ures: Kzh= 0.90 psf qh:= 0.002%Kzh.KztKd•V2= 50.14 Kzz = 0:86 _ psf qz.:= 0;.00256 KzZ• Kzt• Kd• V2 = 47.91 Calculated Pressures (ASD): -Pczrieg` [�gh•(GCp1-GCpiI if. hb5.60 =-33.99 psf GC 1 - GC i1 otherwise qh•:...P qh P Puposr= �`� gh•(GCp2-- GCpi2)] if hb <_ 60 -.29.48:=; psf (4-qz GCp2 - qh• GCpi2) otherwise l Ptypneg:= [�gh•'(GCp3- GCpi1)] if hb <_ 60 =-32.49 psl' ��•gh•GCp3-gh•GGpi1� otherwise •' ... PtyPPos:=. [,.gh•(GCp4- GCpi2)] if hb 5 60„ = 29.48 psf' �(-I�qz.GCp4- qh• GCpi2) otherwise W:= maxV// P ne P os=.32.49. a ry- -tyP 9 tyPP psf , nT�r�+ C 1.05 School Creek Trail Project Description: Job No:. R18-07-17:1 --, l�l ENGIENG Luxemburg, WI 54217 Phone: (920) 617-1042 52x16 & 40x16 - Treasure Engineer: JRW - Sheet No: 02 Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.dce-inc.com. Chk By:: Date: POWG'1'llft Ei�/dl'aUIIC DOOP Detail Ref. Sheet No: Calculations. 02 Seismic Load Calculations: SDS: 2 _ 3• Fa- Ss = T % Design Spectral RespdnseA elerationAtShortPeriod (Eqn 11.4-3) SD1.:= 2 =:3r Fv S1 = 4.48• %d Desigo:Spectral Res ponseAccelerdtionAtLong Period (Eqn 11.4-4) DS b l M. 0.4•ap S Wp • h fp:= T+ 2• I 190.3 .: lb (Egn13.31) RP [ [ (hd) Design Response Spectrum Ip POwerllft Hydraulic Door.. ..��etail Ref. sheet No: Calculations. 03 (Egn13.3-1) Fpmin:= 0.3•SDS'Ip.W..p= 101.9 lb .::. o •0 Fpmax:= 1.6• SDS• Ip• W p = 543.7 lb (Eqn 13.3 3) d . U. U Fp:= Fpmin if fp <.Fp ' in = 190.3 lb < fp if fp <:Fpmaz o Sa(P) en _ F max otherwise N p....:: (Eqn 13.3-2) 2 U FpASD'= 0.7• Fp = 133.2 lb Per ASP Load .Comb. Sectim24 rn . c rn -- FpvASD::=;0.7.0.2•SDS•Wp=4T6 Ib Per LRFD Load Comb. Section 2A ,r o DT/ iL' 1.05 School Creek Trail l�LC Luxemburg, WI54217 ENGINEERING Phone::(920) 617-1042 Fax: (920) 617A100 www.dce-inc.com Template: ?rcject Description: Job No: R18-07-1.71 Engineer: JRW Sheet No: 03. 2x1:6: & 40A 6 - Treasure COaSt Date: 7/25/18 Rev: . Chk By: Date: Vertical Rail Check "Hss5x2xo.125° . VerticaiRail = - (h 12).- 2.5.-.189:5 in Span DLh wvr:=.: -: = 15.34 pli .. 144 . . Muvr = wvr• Lvr?:= 8 - 68863.84 in.lb so Check Flanges forcompact section Check W6 forcompact section ..... s. .. .. :: X vrf:= 1.12' = 28.12 ... p fFy a vnA 2.42 = 60.76 p. .... FFy ES'_' - 35.1.5 . arvrt:= 1.4•FFy arvrw:= 5.70• 143.12 Fy - 14:2.. tvr.-. ht = 40 1 , yr wrf = "compact" if btvr 5 apvrf _ "compact" >,vrw:= "compact" if htvr � Xpvrw _ "compact" "noncompact" if Xpvrf< btvr arvrf "noncompact" if Xpvrw < htvr Xrvrva "slender" otherwise :"slender" otherwise ..: Es' 0.38 Fy 1� evr:= in bvr,1.92•tvr•TFy:—• 1 - — • = 2 in .. btvr . Es ij . Svreff:= Sxvr = 1.86- in Mpvr:= FyZxvr = 109020 in' lb' Mnvrf:= Mpvr if Xvrf =. "compact" :.::. = 109020 in. lb . "noncompact". - Mpvr - Fy Sxvr)' FFy� 3.57• bt�r• - 4�J if wrf = sMPyr y Svreff of erwise MnvM:= Mpvr if Xvrw = "compact" =.109020 in. lb . \\ II = "noncompact" Mpvr - Mpvr '; Fy Sxvr� 0.305 htvr fFy. - O,7384 s I if, Xvrw F Svreff) otherwise �.y min(Mnvrf, Mnvrw) -. - Mnvr:=-65281.44 in•Ib.. fib: ... Muvr J VERTICAL_ RAIL:= "OK! if 1.07 = "6K" Mnvr "FAILS" otherwise. 5• wvr• Lvr4 . 4VertsWL:= = 1.91 m 384.E I s xvr. . rp . i i POWefil.ft FiydraUilC moor Detail Ref. Sheet No: alculations o4 ]�� p 1`i ��i: ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617A100' www.rice-inc.com. Project Description: 52x1:6:& 40x16 - Treasure Coast Job Na.R18-0771:71 Engineer: .. JRW Sheet No: 04: .. Date: 7/25/18 Rev: Chk By: Date: Cross Member Check: "HSS3x2x0.083" Cro' Member = - S a 68 in Lcm:— P v=. 5pan•DLh wcm • 144 = 10.83 pli . Mucm = wcm Lcm� = 12 - 4172.84 in• Ib -- . Check Flanges forcompact section Check Web forcompact section Es :: Xpcmf = 1.12• = 28.12 [Fy Es Xpcmw = 2.42• = 60.76 FY Es. =.35,15 Xrcmf:= 1.4•[Fy E Xrcmw:= 5.70•. s = 1.43.12 Fy.... . :. bfcm = 24.1-: hfCm _.36.15 Xcmf:= "compact ° if-: btcm 5 Xpcmf =."compact" Xcmw:= "compact" if::htcm � Xpcmw = "compact" "noncompact" if XPcmf < btcm Xrcmf ':noncompact" if Xpcmw < htcm 5 Xrcmw -= '.'slender" otherwise. "slender" otherwise 0.38 F�1becm:= minticm,1.92•tcm••I.1 =. = 2 rr �Fy in11 b E tcm s: Scmeff:= Sxcm = 0.68 in s. Mpcm:= Fy'Zxcm = 37628 in,Ib Mncmf:= Mpcm if �emf= "compact" = 37628 in -lb (3.57• FFy�1.pcm — �Mpcm —.FY Sxcm� btcm•— 4 : if Xcmf ="noncompact". �� . . (FyScmeff)otherwise Mncmw:= .Mpcm if Xcmw = "compact" = 37628 in• Ib r CMpcm C0.305 11 II .. . = "noncompact" — (Mpcm — Fy Sxcm)• htom•— P 0.7384 I if Xcmw . :... /J (FyScmeff) otherwise min(Mncmf,.Mncmw) jMncm:= — 22531.74 in•Ib fib � Mucm. . — CROSS MEMBER:= "OK" if 5 1.07 = "OK" Mncm "FAILS" otherwise CE 105 School Creek Trail Project Description::' Job No:: R18-07-1i71 l`l ENGINEERING Luxemburg, Wl54217 Phone: (920) 617-1042 52z16:& 40x16 - Treasure Engineer: JRW Sheet No: 05 Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.rice-inc:com Chk:By:: Date: Powerlift Hydraulic Door .Detail Ref. sneer No: Calculations . 05 Door Header Chk. "HSS&x DoorHeader = x0:125"' Ldh:= SPav= 68. in. (0.5.Lvr + bdh)•DLh: 144 = 21.83 .: pli - Mudh:= 0.1071, wdh•Ldh2 = 10809.66 in. lb Check Flanges for compact section Check Web forcompact section s �pdhf:=_1.12•28.12...apdhw:= fFy Es: 2A4 :TFy-- 60.76 E �rdhf:= 1.4:=.35;15. TFy Es _ = 2 �rdhw 5.70 1 TFy143 btdh = 14.2 h . .. 40.1 adhf = "compact" if :btdh Xpdhf _; "compac " Xdhw = "compact': _ if htdh apdhw = "compact" "noncom act" if a - < b < a P pdhf btdh - rdhf "noncom act" if a < h < X P pdhw tdh - rdhw f "slender" otherwise "slender" otherwise rr Es 0.38 Fy 11 .: : . bedh:=:min[bdh,1.92•.tdh �1.- —.� = 2 in Fy btdh ES J .. .. . Sdheff =Sxdh = 1.86. : in: Mpdh:= FyyZxdh= 109020 in.Ib Mndhf:= Mpdh if Xdhf= "compact" = 109020 in -lb Fy. "noricompact" Mpdh - Mpdh - Fy Sxdh(3:57• btdh• — - 4�1 if adhf = .. Es J �Fy$dheff� :otherwise Mndhw ,_ Mpdh if adhw = "compact'.' = 109020 in -lb. (0.305- \ "noncompact" LMpdh - 1 Mpdh• - Fy Sxdh htdh•� - 0.73841 s if adhw= (FySdheff) otherwise.. :. min(Mndhf., Mndhw) Mndh:= .- _ 65281.44 in•Ib:: �b Mudh' - DOOR HEADER:= - "OK" if 5 1.07 = "OK" Mndh "FAIL$" otherwise I POWeYllft i'iy(il'aUIIC DOOM. Detail Ref. Sheet No: Calculations lis ]� �%� s`l v ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617=1100 www.nce-inc.com: Project Description: 52A 6 & 40A 6 -. Treasure Coast Job No: R18-07-171 Engineer:. JRVV Sheet No: 06. Date: 7/25/18 Rev: Chk:By: Date: Frame Header Chk FrameHeader = "HSS5x54.188" WPDOOR::: Lfh:= Spav= 68 fn. wfhv:=, = 6.48 pli (wd• 12) (0:5•Lvr + bdh)• DLh wfhr— = 21.83 pli 144 — 0 1071•w L — 108 Mufh:— . • fh• fh — 09.66 - . � 'in -lb Check Flanges for compact section Check Web for compact section Es apfhf:= 1..12:_ = 28.12 Fy >,pfhw:= 2.42• Es = 60.76 Fy Es Es. arfhf:=. 1.4• = 35.15 Fy arfhw.- 5.70• _ 143.12 Fy btfh = 25.7 htfh — 25.7 afhfi= "compact" ..if: btffi 5 xpfhf :'_. "compact" afhw:= "compact" • if; htfh �pfhw .. :—"compact" noncompact" if apfhf r titfh < arfhf "noncompact" if apfhw< htfh < a��y "slender" otherwise "slender"- otherwise b — rr r Esil 1 _ .0:38 Fy �1 — 3 efh:— minLbfh> 1.92•tfh•TFy in l btfh Es�J.. 3 Sfheff = Sfh = 5.03.. in . Mpfh. = Fy Zfh 270940 in, lb: . .... . Mnfhf = Mpfh : if XfFif:= "compact" = 270940 in - lb r. r. .. Fy.. 11 CMpfh — (Mpfh — FySfh�•I 3.57•btfh•� — 4if l s afh::. noncompact" . .. .. . F Sfheff.) otherwise Y Mnfhw:- Mpfh if afhw — "Compact": =:270940 in•:Ib :. . rFypfh IM —,�Mpfh;-: FySfh) 10.305htfh•TEt - 0.7384�J if 1fhvv='.'noncompact" .F Sfheff) otherwise; (Y min �Mnfbf,Mnfhw):_ Mnfh:= = 162239:52 in -lb, Qb M ufh FRAME —HEADER:= "OK", if —< 1.07 ._ "OK". nfh � "FAILS" otherwise i 0.0Q657wfh• Lfh4: AFHWL:= Es Ifh = 0.01 in 0.0065• wfhv:( Lfh)4 OFHDL:= - 0.0025 in ES• lfh:.:: . POWerllft Hydraulic Door oetaii Ref. sheet No: Calculations o7 ]� j%� l`-' ` E ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Rnone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com Project Description:: 2x16 & 40x16 - Treasure Cdast Job No: R18-07-1:7:1 Engineer: JRV1/ Sheet No: 07 . Date: 7/25/18 Rev: i3hk:By: Date: Door Lea Check: -DoorLeg= "HSS5x3x0.313" Cyk= CyliriderLengthindex10,2 — 84 -in dtop:= CylinderLength; — 29 in index10, 3 - ... Ldl Lvr Cyl = 105.5 in adl:= Lvr — Ldl = 84 in. 0.5 Spay DLh) .2 0.5• SpaveDLv 2 1 .. 144 f adl (:.. 1 44 1 adl M1dl = .. 2 = 2TO62;09 m•.Ib- M2dl: 2 = 5177i97 in lb :.. r0:5• hd•:12• DLv l Rtruss V-5-wdIr(wd-12)] .4:wdh•(wd•:12.0.33)] if PINS = "YES" = 1 97.89 Jb Rtruss2 0 5'I 144 f wd•12-:1292.94:: Ib otherwise \ Mudl:= �0.5•ma0ldl+adl•Rtruss,M2dl+adl•Rtruss2)) if LEGS "DOUBLE" =89042.47 in -lb maYr M1dl+adl•Rtruss,M2dl+•adl•Rtruss2 otherwise "l. Powerlift Hydraulic Door Detail Ref. sneet Nq: Calculations. 08 as Check Flariges forcompact section Check Web for compact section a •— 1 12 Es — 28 12 :: Es :. ... .polf•— = apolw:= 2.42• = 60. Fy Fy Es Es Xrdlf:= 1.4• — _. 3515 . >,rdlw:= 5.70• 143.12 TFy:,.: Fy .: btdl = 7.31 htdl = 14.2 adlf:= "compact" if: btdl Xpolf "compact" adlw:= "compact" if' htdl < Xpolw = "compact" "noncompact" :if : Xpolf < btdl < Xrdlf "noncompact" if apolw < htdl < Xrdlw "slender" otherwise : - "slender" otherwise Es 0.38 . rr r F 11 bedl:= min Lbdl,1.92•t 11 — —•.I . -:3 in T'F�ydl:' btdl . ES JJ -.. g . Shceff - Sxdl - 5.03 in Mpol:= FyZxdl = 295320 :.. in -lb Mndlf:= Mpol if Xdlf = "compact' =. 295320 in -lb Fy y tdl E . dlf = "noncompact" IM pol—�Mpd1=.F Sxdl��3.57•b -4)j if a s �FyShceff) otherwise Mndlw:= Mpol: if Xdlw "compact" = 29 in lb 5320 ' I'y 11 dl — dl — Sxdl 0 305 htdl• 0.7384 I if.. adlw = "noncompact" CMp �Mp Fy: ) (..: Es — (FyShceff) otherwise min(Mndlf, Mndlw) Mndl:= �f, = 176838.32 in -lb Mudl DOOR_LEG:= "OK" if — < 1:07 = "OK" Mndl . FRAM OS D G "FAILS" otherwise E_P T;= DOOR LE 1.05 School Creek Tail Project Description:. Job No: R18-07-171 1`l `.'L: ENGINEERING Luxemburg, WI 54217 . Phone: (920) 617-1042 52x1.6 & 40x16 - Treasure Engineer: JRW Sheet No: 08, Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.rice-ine.com Chk By: Date: Powerlift Hydraulic Domss Tube .Check: TrussTube = "HSS3x2x0.125 or oetaii Ref. sheet No: l Ltt.�wd 12) 2• dt = 572 in 'Calculations. os - - Lbt:= (wd.12) - 2bdl = 618 in k:= 0.5 Lbtt:= Spav= 68 in = 42.29 rytt .,iT Es Fett= 2 = 160048:65. . ... k• Lbtt I Fy 1 Ftt k Fcrtt:.658 F if btt <4.71• . 4078. 6. .24 psiY� - Es Fyrytt �0.877• Fett) otherwise 0.5 h d• 1.2• Dili wtt:= 144 .: 21:.66 pli....'.. Mctt:= `Ntt•Lb, = 8 if !'PINS" _ "NO" 272970.66 in -lb ... 2 (0.1 • ytt: 0.33. Lbt �. otherwise . . . Mctt P - 10498.87:: lb utt:= dt P :- F A - 43641.28 ntt - 64 tt lb - ll' TRUSS _TUBE.- "OK" if. Pntt y Putt = "OK" "FAIL" otherwise r I i ]� % i`l CE ENGINEERING Template: 105 School Creek Trail Luxemburg, WI54217 . Phone:.(920) 617-1042 Fax: (920) 617-1100 www.rice-inc:com Pr Iject 52A Description:. 6 & 4OA 6 -. Treasure Coast Job No:: R18-07-171 Engineer:. JRVJ/ Sheet No: 09: Date: 7/25/18 Rev: Chk By: Date: Truss UpdphItCheck: TrussUpright= "HSS3x2x0.083" Powerlift Hydraulic Door Detail Ref. Sheet No: Calculations. 10 Ltu:= dt - dbt- dtt = 18. in Pxtu: wtt• spat = 809.48 Ab .... ..... .. . .... . Truss Diagonal Check: to Ntu= 16 Angle:= atan Npatj= —�25.72.deg vctu :_ (wtt• Ltt2 - 8if "PINS" "_ "NO" = 4497.05. lb yctu" " -_ 4991 41 T Ibs TD - - 1:1 • wtt• 0.33• Ltt) otherwise :: cos Angle) ( Pytu:= 0.02•Putt= 209.98 lb fl{:= 1.67 F Atd .:.lb Y Pytu Tn := . =18427.54 Mytu• = 11.67 in -lb s2t: :.. . .. Ltu .. - Mctu:= M if TD= 1 ytu = 11:67 in•Ib DIAGONALS:- - n,- TD ='OK". . "OK" if T" > T Spat.1: "FAIL" otherwise vctu — i otherwise. 2•2 JJ _ T RUSS DIAGONALS• —. •= _ _ DIAGONALS if :TD 1 "OK" �v = 1.67 Notherwise /A 0.6• Fy. Ate untu:= = 13254.61 lb Q" v Check Flanges for compact section Check Wetiforcompact section " ... s = 28.12 �otuf:= 1.12•fFy = 60.Z6 �ptuw:= 2.42rFy ... artuf:= 1.4• S=35.15 5.70• " .12 F Fy bttu=24.1 y. httu - 36.15 xtuf = "compact" if..bttu aptuf = "compact" atuw:= "compact". if httu Xptuw _ "compact" "noncompact" if, : Xptuf < bttu Xrfuf . "noncompact" If aptuw < httu Xrtuw :: "slender" otherwise : "slender" otherwise - min betu - "b Es 0.38 tu> 1.92• thrTFys 1 - — .. F 1 y = 2 in bttu Es 3 Stueff:= Sxtu = 0.68 in Motu:= FyZxtu= 37628 in -lb" Mrituf:= Motu if Xtuf = ,+Compact" = 37628 in - lb " [ Fy 11 "" :.. -' 'noncom a i Mptu"- ( Mptu - Fy Sztu)• 3:57� tittu — -AT: f Es atuf - act" P . : JJ (FyStueff) otherwise.. M { _ • M { if a{ _ "compact'! =37628 in. lb n uw•. p u. uw - Fy 11 CMptu (Motu - Fy Sxtu)C0.305• httLr - b.7384 I if Xtuw = "noncompact" s JJ ; �FyStueff) otherwise min�Mntuf, Mntuw) - FMntu- _ _22531.74 - b in-lb Mctu vctu TRUSS_UPRIGHT:= "OK" ' if < 1.07 n —. < 1.0 "OK" Mntu vntu I "FAILS" otherwise 111ect MICEL' ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 . Fhone:.(920) 617-1042 Fax: (920) 617-1100 www.nce-inc.com Description: Proj 52x16:& 40X16 = Treas.ure Coast Job No: R18-07-171 Engineer:. JRW Sheet No: 10 Date: 7/25/18 Rev: Chk By:.. Date: Bottom Tube Check: � Lbbt:= Spay= 08 in . k• Lbbt -= 40.09 rvbt . FY l I 2 Es Febt k Febt:= = 178045.75 Fcrbt:= 0.658 Fy) if = 41285.22 psi ybbt < 4.71• 2 Lbbtl Fs Ck• rybt� �0.1877•Febt) .: otherwise 0:5:hd•12•DLh 0.5hd•12•DLv ... .. wbt• 144 =.21.66 pli wbto:= - 144 = 4.14 pli Mcbt := `Nbt Lbt2 = 8 if "PINS" =: "NO" = 272970.68 in. lb • 2� (0.1• wbt 0.33• Lbt otherwise , Mcbt .... Pubt:= = 10498.87 lb dt Pnbt:= Fcrbt•Abt= 63579.23 lb Mubtl,: ' 2 (wbt l-bt _ 12) if "PINS" _ "NO" = 272970.68 .. in. lb 2 .. 0.1-wbt0:33•.Lbt otherwise - Mubt:- M if TRUSS = "NO" = 0 ubtl • i in - lb . 0 otherwise Check Flanges: for compact section Check Web for compact section btf:=.1.12• Es = 28.12 ar_btf:= 1.4• Es = 35.95 p F FY:P Y litw:= 2.42• s = 60.76: : arbtw:= 5.70•FFy FY .. =:143:12E btbt = 14.2 htbt = 40.1 abtf:= "compact" if btbt� Xpbtf = "compact" Xbtw:= "compact" if htbt:- Xpbtw _ "compact" "noncompact' if ' Xpbtf < btbt < Xrbtf "noncompact" if apbtw < htht 5 arbtw "slender". otherwise "slender" otherwise mirk rr Es r 0.38TFybebt:=. bbt,1.92• tbt �• 11 - � = 2 In FYlb�}Es i� Mpbt:= FyZxbt= 109020 in -lb• Mnbtf:= Mpbt if abtf = "compact" = 109020 in -lb - Fy 11 �3.57- Mpbt - Mpbt = Fy Sxbt) btbt -4Iif ab "noncompact" s �FySxbt) otherwise _ Mnbtw:= Mpbt if Xbtw="compact"" = 109020 in•Iti 11 'if p (P: y J.,Fy� bt - M bt - F Sxbt� 0 365 htbt = 0.7384�1 abtw ="noncompact" s (FySxbt) otherwise min(Mnbtf,Mnbtw) I - Mnbt:= - 65281..44 in. lb �b ubt n5t BOTTOM "OK" if � 1.07 n > Pubt. _ "OK" _TUBE:= - Mnbt f2c . "FAILS" otherwise Powerlift Hydraulic Door Detail Ref. sneer No: Calculations. •1� D Tl�7J l�l l Ali ENGINEERING.. Template: 105 School Creek Trail Luxemburg, WI 54217 . Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com Project Description:- 52X16 & 40X16 - Treas.ure COaM Job No: R18-07-171 Engineer: JRW Sheet No: 11 Date: 7/25/18 Rev: Chk.By: Date: . Powerlift Hydraulic Door Detail Ref. Sheet No: Reacl6ons and Defledt%ns: Rzho:= 0 1 Calculations 12 Rzhc:= (1.25•wfh.Lcm): if Nvr = 1 = 1696.52; lb (1.101wfh•Lcm) if Nvr =2: 1.143• w L ) otherwise; fli• cm maximum ad on hinges horizonta[windlo in W P = 8.23 : _ 12:w PH weight of door per inch Ryhc = 1.25• wdl• Lcm� if Nvr• = 1 .:_-640.03 lb... maximum vertical dead load on hinges (door closed) . 1.10• wdl• Lard) ' if Nvr = 2 �1.143-wdl-Lcm) otherwise . I?ypc<= WpDOOR 0.125 + W PFRAME• 0:5=.1053.13 Ib maximum vertical dead load on post (door closed) R �0.375wfh-Lcm� rf - zpc:- . Nvr = 1 = 583.32 lb maximum horizontal load on frame post(door closed) (0.4•wfh•LcmY if.N (6.393•wflTLcm) otherwise:.: dtop 0:- atan - - 19.05de Ryho:= 0.5 W p = 2569.23 CYI 15vdl:=0.25;Wp=1284.61 lb Point load on door leg from truss(open) Rypo:= WpDOOR•0.25:+ WpFRAME•0.5= 1558.49 - _ lb maximum verlicalload framepostfromopen door Rzpo:= FCYL• cos(0) = 6604.62 lb maximum horizontal load onframe post from open door 0.5•(hd•12)•:DLh _ 1. Rzfp:= L •0 144.325(Lbt0.33)J if. H1=1=1435.53 .. : .::: 0.5•//hd•12 •DLh .:. l • Ltit 0.51I otherwise . lb maximum horizontal load on frame post fro mwind load ffp:= hd• 12 = 192 . in:: =.dtop = 29 in afp:= Ifp- bfP= 163 in Ovdl• afp Rzfptop:= afp+-3bfp�= 1205.55 Ib horizontal r6ktonattop offramepost from open door 3 IfP. .. .. 2 Pvdl bfp Rzfpbot = : •(3• afp + bfP) = 79.07 lb horizontal reaction atbottom offrame postfrom opeh door 3 _ lfP dtruss:= dt = 26 in d' =dtruss - �2 ttt) = 25.77 in btruss4= btt=.2 in b':= btruss-�2•ttt)=.1.77 in 3 3 btruss• dtruss , U. d' 4 Itruss _ 12 = 408.51 in 0.5• ( hd• 12). DLv wDL:= 944 = 4.14 pli 5• wbt Lbt4 : 5. wbto• Lbt4.. :''NO" = 0.n - OtrussWL.:= if .PINS'=.02 384• Es [truss i 6 i OtrussDL:= = 0.6n 384; Es dtruss . 4 0.0069• wbt (0.33• Lbt) otherwise Es• Itruss ]� T%' `u v ENGINEERING Template: 105 School Creek frail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.rice inc.com Project Description: 52X16 & 40x16 - Treasure CdaSt Job No:: R18-07-1.71 Engineer: JRW Sheet No: 12 . Date: 7/25/18 Rev: Chk By: Date: Powerlift Hydraulic Door Detail Ref- sneer No: Calculations 13 DodrResu%ts: Wp=5138,46 Ib Door and Frame Weight Vertical spacing varies. Wd Spav = 68 —in FrameHeader "HSS5x5x0188" DoorHeader - '.'HSS5x2x0:125" CrossMember = "HSS3x2x0.083" G— VerticalRail = "HSS5x2x0.125" DoorLeg "HSS5x3x0.313" - ro FramePost:= "HSS5x3x0.313" 1 Door Deflection BottomTu e = DUerfsWL = 1,91 in b "HSS5x2x0.125" �� Jptional hurricane phis: Truss:(if required) Truss upright spacng varies - Spat = 37.38 I in: TrussTube = "HSS3x2x0.125" Truss Deflection AtrussWL = 0:02 in OtrussDL 0.66 in BottomTube "HSS5x2x0.125" RYDtstopen - 30p1f; •Member Code Checks: I - � REACTIONS VERTICAL FRAIL = "OK" RYDistclosed�='S9pff FRAME_HEADER.= "OK" .. RZDistopen5plf . FRAME -POST "OK" �.. .. �ZDrstclosetl260f DOOR_HEADER= "OK" i .. DOOR -LEG = "OK" . k -� - _ RZPcyI = -6605 lb CROSS_MEMBER = "OK" BOTTOM_TUBE= "OK'• '` RZPcyI = 6605 . .: Ib:. TRUSS _TUBE= "OK!".. TRUSS _UPRIGHT = "OK" t TRUSS_ DIAGONALS=."OK" RZNP 4858.7 lb Legend• RZHP Reactioh-Zdir.-Hurricane Pin RZp Reaction =Zdir-Post Ryp Reaction-Ydir-Post ZPclosad 1435.53 lb RYH Rea ction-Ydir-Hinge I�Ypo 15587 lb RZH Reacion-Zdir-Hinge Dist Disfibuted.Reaction=Header Rypcosed 1>053a Ib ' s TrussUpnght � "HSS3x2x0.083" zar':�. :�a'�i"t°f• nsi:b9'.�1 .< ]� %%' 1`� `�� ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617=1100 www.rice inc.com Project Description: I. 52X16 & 40X16 -. Treasure :oast Job No: R18-07-1:71 Engineer:: JRW Sheet No: 13. - Date: 7/25/18 Rev: Chk By:: Date: Powerlift Hydraulic Door Detail Reactions - RISA 3D model Rxc:= max RZPcy6 RZHclosed)• 1 Ibf = 66051bf Ryc:=: RYHclosed• 1 Ibf = 640.03lbf . Rxo:= RZHoperi• 1lbf = p - Ryo = RYHopen 1Ibf = 2569.231bf dl.> . Check Hinge Blade: d1 = 3.381n.. d2 = 1.75 in Rx 4 , ..: I E HINGE BLADE dhb= 2.5in - thb: 1 in :.:. .. TIJ HIN E:ANGLES G Fyhb:= 36000psi fly Mhb:- x( yc; Ryo):d1 = 8671.141n•lbf • Sxhb:=:thb•dhb2 _ 6 = 1.04in3 �.:.. F�iAitiIE;�i ER EAb fbhb:= Mhb _ Sichb=, 8324.3psi DOOR HEADER Fbhb :=.0.66• Fyhb = 2376OP I ' Vhb:= Rxo2 + Ry ?. = 2569.231bf 2:.:: Ahb:= thb•dhb= 2.5in Check HimeAn_gleWelds: _ 1027.69 si fvhb = Vhb - Ahb = P • .: b,�,:= 2.5i 'n dN,:= 4.375in Fvhb:= 0.4•Fyhb= 14400psj tw:= 0.251n_ ew:=dw-d1=1iri: Check Hinge Pin: _. Aw:= 0.7071•tw(2.bw+ d'w) = 1.66in� - Dp = 1 in SyN:= 0:.7071 twbw (bw+ 6•dw):- 212in3 AP:= ir.(0.5DP�2 = 0.79in2 0.707atwd .:: 3 .. Sxw:= •:(3.bw+ dw) = 3.06.in .. Fvo:= 36000psi, . . . 3 VP:= max( Rxc2 + Ryc2; Rxo2 + Ry2) _ .6635.561bf 2 0:5.Ryo� 2 . rr0.5•Rxol.. r0.5•Rxo•ew) I f 0:5V .:A 4224.33 si vp;=. .P.... P= P. f�^ °' q + w 'J• LI q + l w J I S ..: I = 775.14 psi \\l yw: :JJ Fvp := 0.4• Fy = 14400 psi, - 0:5R 2 ycl 0.5R 0:5R e 2 x�) x, w) CheckHingeAngle: f + wc:= Aw ..:.: + I = 3557.32 si : P Aw S Lha = 4.38 in Fw:= 21006ps tha = 0.38 in d3'= 0.25 in (-gap betveeen angle and. blade) Fyha:=.36000psi - Mxha:=0.5•Vp•d2=5806:12in•lbf I :. Sxha:= tha• �ha2 + 6 = 1:2in3 BLADE _ "OK" ' '�"'OK if . fbhb s Fbhb ^ fvhb s Fvhb fbxha = Mxha + Sxha = 4853.44psi :. "FAILS" : otherwise . i Fxha = 0.66• Fyha = 23760 psi PIN,. OK" if fvp 5 FvP = OK" Myha:=:0;5Vp:(d3) = 829.45in•lbf "FAILS" otherwise y = L t 2 _ 6 = 0.1 in Sha:- ha• hawo- WELD:,= if f <F n f' < F w wcwfbyha:= Myha= Syha=8689.07psi. ['OK' FAILS" otherwise Fbyha i= 0.75• Fyha = 27000 psi 1 "OK ANGLE;:= if fbxha �' Fxha A fbyha < Fbyha _ "OKy D T CE 105 School Creek Trail Project Description:: Job No: R18-07-17:1 l�L ENGINEERING .Luxemburg, WI 54217 Phone: (920) 617-1042 52x1:6 & 40A 6 - Treasure Engineer: JRW Sheet No:. 14. Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.nce-inc.com Chk By: Date: Ref. sheet N°: Calculations. 14 linder: Cylinder - "Large.. - PBs= 3in Borediameter ABs:= (DBs•0.5)2•Tr= 7.07in� Ss = 49.5 in : , Stroke.. FMAXs = Ps Ags =:24740.041bf EiAension Force Ps = 3500psi Max Hydraulic Pressure ARs:= (DRs0.5�2•vr = 3.98.ih2 DRs = 2.25 in Rod Diameter F FMAXs ::� P§ ARs� 10823 771bf Retry Rs = - Retraction Force Lret = 82.13in length retracted:: text= t31.63in" lengfhextended CYL "OK if FACT FMAXs I.0W! "FAILS otherwise? : Cylinder Pin: Dpc = 1 in pin diameter Apin:=.(.Dpc•0.5)2•Tr = 0.79in .. FVpin:=100000psi pin shear strength fvpin:=FACT_Apin=8896.31psi CYLpm; OK" if: fvpin, 'FVpm :_"OK" FAILS"' otherwise, +:. 0 2 37. 1J 3 6 4.00 JIC 48 PO,RT W TH P. AP-MMIM 9 z i F5 a a .06 ORIEtCE.:: -JIC GAIN 03.33�2.25 1 693.00 -- ; �---4 314-16 J(C PORT ::66.ORIFICE Oti Tune.... . -JiC CAP 2,00 Powerlift Hydraulic Door._:- .. Detail Ref. sheet No: • Calctafations. 15 82.12 RETR1hC.TED / i31:82 EXTENDED . ... _ . D Th 105 School Creek Trail Project Description: - Job No: R18-07-1.71 llL 1. Luxemburg, WI 54217 Engineer:. JRW Sheet No: 15 ENGINEERING Phone: (920) 617-1042 rJ' 2'xl.6 & 40A 6 Treasure Fax: (920) 617-1100 Date: 1/25/18 Rev: WWW.rice-inc.com Coast Template: Chk By:.. Date: Powerlift Hydraulic Door. Detail Ref. Sheet No: Calcralations. 16 D CE L�l ENGINEERING Template: 105 School Creek Tail Luxemburg, Wl54217 Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc:com Project Description: 52x1:6,& 40x16 - Treas.ure Coast Job No: R18-07-1:71 Engineer:. JRW. Sheet No: 16. Date: 7/25/18 Rev: Chk:By:. Date: POWerllft HydraUllC Door Detail Ref. sheet No: Calculations. -17 P6acdons from Sheet 11: Door Closed RZPclosed - 1436 lb RZPcyI = 6605 Ib.: DOOR -FRAME POST r I i i I o t Door Opened t I I I r RZPopen = 79 . lb Check AnchorBdts: V 2330 lb �_ r .. .ball . Vb:= 1.6•magRZpc1osed..RZPopen) = 2297 lb DOOR POST ANCHOR PLATE .. I I I I r t r t WELD IN PLACE AFTER DOOR I .... . OK" if Vb,< Vball .°OK" INSTALLED I v. I t t Enhor�'-_. FAILS" otherwise I I I1 t USE 1/2"Dia.:Simpson Men HD Min. Embed.= 3 ' 3/8" Min. Edge Dist. = 6' Check Post Welds:. E CONCRETE: NEW CO : tw2:= 0.25 . in 1/2�' CONCRETE Lw2:= 2 ... in -ANCHOR Aw2:= 0,7071•tw2Lw2= 0.35 io DOOR FRAME POST ANCHOR PLATE RZPcyI ATTACHMENT DETAIL fvw2:==.9340.44 psi ... . 2AN2 WELD2. if fna-2'<21000 - OK; �"O.K'; ,FAILS" otherwise :... Ar+�i6.c©LUMN 2" X 2" X i /4" ANGLE O.C. -::INSIDE .24 INSTALLED BY OTHERS OF �UiL'DII�fG WELD tw2= 0.25 in Lw2= 2 in:.: ETAL SHEETING r irr � e ti ar�i► ei+ D 7! rL� 1111.1i ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com. Project Description: 52x16 & 40x16 -. Treasure Coast Job No: R18-07-1:71 Engineer: JRW Sheet No: 17 Date: 7/25/18 Rev: Chk By: Date: . ProjeCt,Wa: Governing Code: ASCE 7-05 F Double Posts ASCE 7-10 POWelilft Hydraulic DOOI Detail Ref. Sheet No: Calculations. A! 1 Double Legs F Hurricane Pins. .... ... Wd .... .... . Use Truss. fV Use Truss Diagonals hb: 20::... ft building roof height <-ASSUMED. hd:= 16 ft door overall height wd:= 40 ft door overall' width OccupancylRisk Category. II Spah:= 48 in ;max horizontal tube spacing Spav:=.68. in max vertical tubespacing dt:= 26 in : truss depth NOTE- Hinges.aie located at vertical rails Spat:= 37.375 in truss, upright spacing Wind Load Data: := 160 mph- ::designwindspeed. AM E:= "C buildingexposure Kzt:= 1.0 topographiccoefficient oor Kd:= 0.85 directionalityfacto�YYY_ �^ xX 44m ::: I x ema resSure oe rcren s.. u i - t Member Section Data: GCp2 0.80 CZ (yCL GCp3:= -0.9 Typ. y ; CyRnder Large GCp4:= 0.80 Typ Frame Header HSS5x5x0.188 r� Internal Pressure: Coefficients: ' :t GCpi1;= 0.1,8 GCpi2 =;0.18 . ?Y . Seismic Load Data:. % Ss:= 5.5MappedAccele SpectralResponserationat9iortParods S1:= 2.8% Mapped Spectral Response AccebrationffiLong Perods Ip := 1.0 Component Importance Factor ap:= 1.0. ComponenfAmplificationFactor I Rp:= 2.5 Component Res pose. ModificaitonFactor j Fa := 1.6 Short -Period Site Coefficient (Table 11A-1) Fv:= 2.4 Long -Period Site Coefficient(Table 11A-2) Soil Site Class: D !'; cti CL (A Frame Post: HSS5ic3x0.25 IV Door Header. HSS5x2x0.125 -. Door Leg: HSS5Z3 0.25 Vertical Rails: HSS5x2x0.1.25 - Cross Members: HSS3ic2A..083 Bottom Tuber HSS5x2x0.125 Truss Tube: HSS3ic:2x0.125 {. Truss Upright HSS3x2x0.083 i Truss'Diagonals: 'Tube sizes listed for engineering are minimums,` D Thi7 l�l l.�li ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 . Phone::(920) 617-1042 Fax: (620) 617=1100 www.rice-ine.com Project 52X Description: .6 OX 6 -. Treasure C+oaSt Job No:. R18-07-1,7:1 Engineer: JRW Sheet No: Al . Date: 7/25/18 Rev: Chk By: Date: Member Section Properties. Detail Ref. sheet No: Powerlift Hydraulic Door.. Calculations. A2 FrameHeader = "HSS5x5x0.188" Fr'arnePost = ."HSS5x&0.25' DooM66der. = "HSS5x2x0.125" tfh =.O.174 in ffP = ,0.23 ... in tdh'= 0.12 : in WTfh = 1:1.96 plf WTfP = 12.18. plf Vt!Tdh = 5.6 plf A fh = 3:28 in Afp 3.37 in Adh = 1.54 in Ifh = 12.6 .ih4 .. IMP - 10.7 in4 Ixdh = 4.65 in4 Zfh = 5.89 .: in Zip = 5.38 in3 Zzdh = 2.37 in3 VerticalRail = "HSS5x2x0.125" CrossMember = "HSS3x2x0.083" BottomTube = "HSS5xW.125" tvr = 0.116 _ in tcm 0.08 in ?lot= 0.12 in - WTvr. = 5.6 plf .. WTc = 2.73 plf WTbt = 5.6: plf Im 2 Avr = 1.54 in2 Acm = 0.8 in2 Abt= 1.54 in - 4.65 ':':in. xvr - I xcm 1.02 = . in I 4.65. xbt = in :3 :.:. Zxvr.= 2.37 in. .. Zxcm = 0.82 3 in Zxbt=. 2:37 ::: 3 In TrussTube = "HSS$x2x0.925" TrussUpright = "HSS3x2x0.083!' . �..: At = 0..1.16 in ttu = 0.08.: in . WTtt = 3:9 pit WTtd = 2.73 plf . ... . . 2 At{ = 1,07 in _... A4u = 0.8 2 in ... It _3 in xt- 1 I xtia 1.02 4 in Zxtt = 1.06 in3 Zxtu = 0.82 in3 :. Wind Load: Calculations:. Velocity pressure Coefficients. Velocity press urns: Kzh = 0.90 psf .. q h := 0.00256 Kzh Kzt Kd• V2 = 50.14 Kzz = 0.86 psf 6• qz:= 0.0025K� Kzt Kd• V2 = 47.91 Calculated Pressures (ASD): Pczneg:= �gh•(GCp1-GCpi1)] if -hb:-.60 =-3 .90 psf �� (4�gh•6CP1 - gh•GCpi1 otherwise Pczpos:= gh•(GCp2- GCp12if hb 5 60 = 29.48 psf - -, (iD. qz• GCp'2 - qh• GCpi2) otherwise Ptypneg:= wa [4• gh• (GCp3 - GCpi1A if hb :5 60 = -32:49 psf �(4,qh-GCp3-.qh-9CPH) otherwise PtyPpos - . [4,.gh•(GCp4- GCpi2)] if hb < 60.: = 29148 psf; (-I)-q,GCp4-gh:GCpi2) otherwise I. W:=max-Ptypneg,PtyPPos =.32.49' psf DT!'L� l�l l.li ENGINEERING Template: 105 School Creek Trail Luxemburg, Wl54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.nce-inc.com Project 52X16:& Description: 40X16 - Treasure Coast Job No: R18-07-1:7:1 Engineer:: JRW Sheet No: A2 . Date: 7/25/18 Rev: Chk By:: Date: Seismic Load Calculations: SDS:=2-3•Fa•Ss--6:% .. Design SpectralResporiseAoclelerabonAtShortPeriod(Egn11.4-3) SD4:=. 2 3• FV S1 = 4.48• %o Design:Spectral Response AecelerationAtLong Period (Eqn 11.4-4) :.: 0.4•ap•S.DS,Wp:. hbl fp:= 1 +[2. — I 1255 :: Ib (Egn13.3-1)Rp[ (hd J�. Design Response Spectrum lP m Powerlift Hydraulic Door Detail Ref. Sheet No: Calculations a3 (Eqn 13.3-1) Fpmin:= 0.3•SDS•IP•Wp:=. 67.2 Ib o •m Fpmax:=1.6•SDS•IP•Wp=358.6. Ib (Egn13.33) d.. U . Fp:= Fpmin if fp Z.Fpmin = 125.53 Ib am fP if fP <Fpmaz : o Sa(Pi 0 N Fpmax otherwise ) . (Eqn 13.3-2) .. . U N 6 FpASD 0.7• FP 87.9 Ib PerASD.LO d.Comb. Section 24 � FpvASD := 0.7. 0.2• SDS• W p = 31:4 Ib Per LRFD Load Comb. Section 2.4 0 _ En — psf ASD Hirizontal Seismic Force = 0.14 0 .: 0.5 1 1.5 2 P Ev=0.05 . psf ASDVerliceSeismicDesignForce Period (sec) Seismic Design Category (SDq Load Combinations: rASCE7-1O Section 11.6 i FsDC "A" LC1:= D= 5:97 : psfdownward (door open) LC2:=_ W= 32.49 :.::psf horizontally (door closed) :: — LC3:= D + 0:7Ev = 6 . psf downward (door open) DLh:= LC2=•32.49 psf _ DLv:=:max(LC1, LC3) 6. psf RICE i I R18-07-171 105 School Creek 217 Project Description: Job No:: l�l ll% ENGINEERING Luxemburg, WI 54217 Pnone::(920) 617-1042 52X : & 4OX16 -'Treasure Engineer:: JRW Sheet No: A3 . Fax: (920) 617-1100 Coast Date: 7/25118 Rev: Template: www.nce-inc.com Chk By: Date: Vertical.Rail="Hss5x2x0.12 ^ Powerlift Hydraulic Door. Detall Ref. Sheet No:VericalRailCheck . acua ions. . .. A4 Lvr := (hd• 12) - 2.5 =:189.5 Jn Spay DLh 1'44 = 15.34 ::.:. pli Muvr := w 2 = 8 =:68863.84 vr• Lyr .: in• Ib Check Flanges for compact section Check Vl bkrcomP. act section [�Es ..:.::. apvrt:= 1.12 J - = 28.12 . Fy s::: apvrw - 2.42.� = 60.76 Fy _ — Fy . . arvrw: 5.7Es43.1Xrvrf:- Fy. - 14.2 :. .. btvr.-.. - 40:1 htvr - . Xvrf:= "compact":, if: btvr < Xpvrf = "compact" avrw:= "compact':: if htvr Xpvrw "compact" compact" act' if a < bt < a P pvrf yr - rvrf .. .... . if X "noncompact" pvrw < htvr Xrvrw "slender" otherwise . "slender" otherwise :.. . Es 0.38 Fy 11 —• 1 - —• — I = 2 in bevr:= min bvr,1.92•tvr•TFy btvr : Es JJ 3 Svreff:= Sxvr=:1.86: : in F Zxvr = 109020 in:lb MP vr:=y - . Mhvrf- Mpvr if wrf =. "compact' ... _ 109020 in -lb . Fy.11 : . [M..Pyr,- I "noncompact". Mpvr - FySxvr' 3.57•bt�r• - 4 if Xvrf.= S JJ . Fy Svreff) otherwise . M M if a -"compact'' nVrw: pyr vrw - =.109020 in. lb F y ' IIJ "noncompact" Mpvr - Mpvr -. Fy Sxvr• 0.305. htvr•- 0.7384 � if Xvrw _: Es (Fy Svreff) otherwise min(Mnvrf, Mnvrw) - Mnvr:=-65281.44 in -lb: uvr s. - VERTICAL_ RAIL:= ' "OK"' if � 1.07 = "OK" Mnvr T, "FAILS" otherwise 4 - 5 wvr Lvr ; OVertsWL = ..:= 1.91 in :.: 384.E .I . s xvr D T! E l� L 1. ENGINEERING Template: 105 School creek Trail Luxemburg, WI54217 Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com Project 52x1'6 De Description:. I & 4Ox16 - Treasure Coast Job No: - R18-07-17:1 Engineer:. JRW. Sheet No: A4: .: Date: 7/25/18 Rev:. chk By: Date: Cross Member Check: CrossMember = "HSSUW.083": Powerlift Hydraulic Door.: Detail Ref. sheet No: .:Calculations .:. A5:.. Lcm = SPav= 68 .: .in. Spah• DLh wcm := :::: = 10.83 . .:: pPH. 144- - w L 12 = 4172.84 Mucm - cm•..cm .. - in•:Ib Check Flanges for compact section ... Check Web forcompact section EsXpcmf:- —. 1.12• = 28.12 ..Xpcmw:= fFs y 2.42:— = 60.76 Fy S.= =.3515 Xrcmf:= 1.4•FFy 143.12 Xrcmw:= 5.70•fFy titan _. 24.1:: htcm _.36.15 acmf:= "compact" if .btcm Xpcmf _ "compact" Xcmw = "compact" if::htcm Xpcmw _ "compact" "noncompact' if Xpcmf < btcm < Xrcmf :noncompact" if Xpcmw < htcm g Xrcmw "Slender" otherwise.: "slender" otherwise _ .... r :. Es 0:38 Fy:il becm:= minLbcm,1.92•tcm••L1 =. = 2 in FY btcm Es JJ m. Scmeff = Sxcm.= 0.68 ri i3 - 37628 in,lb Mpcm= Fy?xcm - Mncmf:= Mpcm if Xemf= "compact" = 37628 in -lb so r (3.57- "noncompact" . pcm - Mpcm -: FY Sxcm)• btcm• if Xcmf = Es. .4�� .: F S otherwise � Y cmeff� Mncmw:=: ;Mpcm if Xcmw= "compact" = 37628 indb FY "noncompact" Mpcm:�Mpcm - FySxcm) 0.305 hfcm• 0.73841� if :Xcmw= Es F Scmeff) otherwise Y min(Mncmf,:Mncmw) _ Mncm = - 22531.74 . ih Ib:.::. fib .... . Mucm GROSS MEMBER:= - "OK" if < 1.07 = "OK" Mncm " "FAILS" otherwise i : i 105 School Creek Trail Project Description::. Job No:. . R18-07- 7-1 Engineer:. JRW: Sheet No: A5 Luxemburg, WI54217 ENGINEERING : Phone:�920) 617-1042 52x16:& 40x16 -Treasure Fax: (920) 617-1100 - Coast Date: 7/25/18 Rev: - Template: WWW rice-inc.com .Chk : ..: Date: Door HeaderChk: DoorHeader "HSS5x2x0:125" = Ldh:= Spav = 68 :. in r0.5•Lvr + bdh1•DLh . 144 - Mudh:= 0.1071, wdh•L.dh = 10809.66 in -lb Check Flanges'forcompactseetion Check Webforcompact section Es IkPdhf:` 1A2•� = 28.12 Es: - Xpdhw: 2.42•� = 60.76 Fy ....: Fy ES Eg 35:15�rdhw:= ardhf:= 1.4•[Fy. -143.12 :. 5.70:TFy :. btdh =..14.2 .. :.. htdh = 40.1 �dhf = "compact"_ if: btdh �pdhf = "compact" adhw:= "compact" if htdh apdhw, = "compact" "honcompact" if X.dhf<:btdh Xrdhf "noncompact" if Xpdh' htdh X+rdhw "'slender" otherwise . "slender" otherwise . . FLE r 0.38Fybedh:= minbdh,1.92•tdh•1 - = 2 in ti—. ` tdhJ SJ� 3 Sdheff:= Sxdh = 1.86 : in Mpdh:= FyZxdh= 109020 imlb Mndhf:= Mpdh if Xdhf•="compact" =109020 in. lb [Mp "noncompact" dh - Mpdh - FySxdh�--C3:57•btdh•)4�11 F-�- if Xdhf = (FySdheff) :otherwise Mndhw:= : Mpdh if Xdhw = "compact" 7.IM = 109020 in•:Ib rFypdh ` "noncompact" -(Mpdh - FySxdh)•I 0.305htdh•� - 0.7384)1 if adhw= l s F Sdheff) otherwise. .Y min(Mndhf, Mndhw) _ Mndh:_ _ 65281.44 - in-lbQb Mudh...: DOOR HEADER:= "OK" if < 1.07 = "OK" Mndh -. "FAILS" otherwise Powerlift Hydraulic Door oetaii Ref. Sheet No: CaICUIatIOt1S. A6 l`l CL ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 ' Fax: (920) 617-1100 www.rice-inc.com Project Descriptiorr.i . 5'2X1.6 & 40X16 - Treasure COa$t Job No: R18-07-1:71 Engineer:. JRW Sheet No: A6 Date: 7/25/18 Rev: Chk By: Date: Frame Header Chk: FrameHeader =, "HSS5x5x01188" pDOOR Lfh:= Spav= 88 .:: in, wfhv:=. / = 6.15 pli w • 12) 1 d . �0;5L.vr + bdh)•DLh wfh. 144 = 21.83 .::. pli . .. M ufh:=-0.1071•wfh.Lfh2= 10809.66 in. Check Flanges for compact section Check Web forcompact section Es ...:.: Es. >,pfhf:= 1.12: f --28.12 Fy p = . — _ fhw::: 2 42• 60.76 Fy ... Es Es . rfbf:= 1.4•� = 35..1.5 : =14$.12Y Xrfhw:= 5.70•[Fy bffh = 25.7 htfh = 25.7 . . Xfhf:= "compact" if b% 5 Xpfhf _ "compact" >,fhw:= "compact" . if: htfh < Xpfhw .: _: "compact" noncompact" if pfhf < 6tfh 5 Xrfhf "noncompact" if apfhw.< htfh < Xrfhw "slender" otherwise "slender" otherwise rr Es. 0:38[F�ybath:mLbfh,1.92•tfh• • 1. Fy fh s bf ` i� 3 In 3 _ 5.03" in... Sfheff:= Sfh- Mpfh:= FyZfh= 270940 in -lb . Mnfhf:= Mpfh If �fhf=''compact" = 270940 in•lb r y IM "noncompact" - pfh - (Mpfh - Fy�Sfh)l 3.57,btfh•- 4)� if: FEE afhf:= . .. .. Fy Sfheff.): otherwise Mrifhw =. Mpfh if afhw= "compact" = 270940 in•:Ib:,. IMrFEEt: "noncompact" pth- �Mpfh.=: FySfh)•I 0-305•htfh• : 0.7384�J if afhw= (Fy Sfheff) otherwise min(Mnfhf, Mnfhw) - Mnfh:_ = 162239.52 in -lb b Mufh FRAME HEADER:= "OK" if < 1.07 = "OK" - - Mnfh "FAILS" otherwise 0.0065- wfh• Lfh4 .. . AFHWL: = E I = 0.01 In s fh 4 I. 0.0065• wfliv:( Lfh) AFHDL:= = 0.0023 in Es. lfh. i Powerlift Hydraulic Door detail Ref. sneer No: Calculations. Ai ' ]�� l`� CE ENGINEERING Template: 105 School Creek Trail Luxemburg, Wl54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description: I . 52M 6 & 40x16 - Treasure Coast Job No: R18-077171 Engineer: JRW Sheet No: A7 Date: 7/25/18 Rev: Chk:By:. Date: DOOI L@q Check: DoorLeg = "HSS5x3x0.25" Cyl:= CylinderLengthindex10,2 84 m dtop:= CylinderLengtnindex10, 3 = 29 in: _L C I=105.5 in Ldl:—: yr — Y — I ... k adl:= Lvr — Ldl = 84 in 0.5• Sbav DLh I . 2 0.5• Spate DLL I .. 2 . . adl 144 adl 144 : M1dl== 2 _ .=27062:09 in•.Ib . M2dl:- 2 _500:1:6 in-Ib 0:5• 6 d-N- DLv ) Rtruss:= [0Awdn•(wd•:12.0.33)] if PINS = "YES:"- = 1382.99 lb Rtruss2:= 0•5• 144 �wd•12=:960.69 lb �[0.5•wdh•(wd•12)] otherwise max M1 dl -+- adl• Rtruss> M2dl + adl• Rtruss2�� f LEGS:= "DOUBLE" = 71616.76 ..... in.lb IMudl:= j(0.5• :.. max M1 dl + adl• Rtruss> M2dl+. adl• Rtruss2 otherwise Check Flanges for compact section Check Web for compact section s ::.. Xpolf:= 1.12•= 28.12 fFy s .:. �polw:= 2.42= 60.76 fFy _ Es ardlf:= 1.4•[Fy = 3515. Es . Xrdlw:= 5.70• F 143.12 y .::: btdl = _9.88 htdl = 18.5 adlf:= "compact" 'if btdl < apolf = "compact" adlw = °compact" if' hfdl �polw ="'compact" "noncompact" .: if : apolf < btdl >rdlf "slender" otherwise — min bedl — .. Es. 0.38j:Fy b dl>1.92 t ... in dlFy. btdl..Esi� Shceffa= S.xdl = 4.29 in 3 .... Mpd1 = FyZxdl = 24748:0 :.. in -lb :. Mndlf:= Mpol if Xdlf = "compact'.: = 247480 in - lb IM/rFYFYpol "noncompact" — l Mpol, _ :Fy Sxdl)• 13.57• btdpV ` 4�� if l adlf = .. (FyShceff) otherwise Mndlw:= Mpol if adIw =: "compact" = 247480. in. lb Fypol [M. (P:3,0.5 "noncompact" — ( Mpol — Fyn Sxdl): htdp j — 0.7384�J if adlw = Es (FyShcej) otherwise min Mndlf> Mndlw1 / Mndl:= .. = 148191.62 b in. lb . DOOR LEG:= -. — "OK" if ' < 1:07 = "OK" Mndl . "FAILS" otherwise 1 FRAME_POST:= DOOR —LEG Powerlift Hydraulic Door.. Detail Ref. sneetNo: Calculations A8 DT/"'� 1lL 1.� ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Luxe urg, 1542 7 Fax: (920) 617=1100 www.rice inc.com Project Description:. 2x16 & 40x16 -: Treasure Coast Job No: R18-077171 Engineer:. JRW Sheet No: A8 Date: 1/25/18 Rev: Chk:By:: Date: Powerlift Hydraulic Door Detail Ref. sheet No: MUSS FUbe.Check. TrussTube= "HSS3x2x0.12'5" a cu ations. A9 — Ltt:— (wd• 12) — 2•dt _— 428 in Lbt:= (wd• 12) — 2bdl = 474 .. in. k:= 0.5 I. Lbtt:= Spav = 68 in k,Lbtt = 42.29 rytt 2 Es �. _ - Fett = = 160048:65 . 2 (k Lbttl I i l rYttFy :.: k Lbtt Felt Es Fcrtt = 0.658 F if <_ 4.71• Y� .. = 40786.24 Fy psi rytt (0.877•Fett) otherwise 0.5.hd•12DLh wtt:= 144 .. = 21:.66 pli Mctt:= wtt•Lbt =8:if."PINS" ="NO" = 160581:58 in•Ib .::2 (0.1•wtt•0.33.Lbt otherwise. ' Mctt , P — 6176.21 lb . dt . Pntt:= Fcrt'Att = 43641.28 lb Pntt TRUSS_TUBE:= "OK" if. Putt = "OK" �c. .... "FAIL" otherwise i I i I I . D Th lli 1. ENGINEERING . Template: 105 School Creek Trail Luxemburg, WI 54217 Phone:,(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description: 1Engineer: 52x16 & 40X16 - Treasure C+Oast Job No: R18-07-171 JRW Sheet No: A9. Date: 7/25/18 Rev: Chk:By: Date: Truss Upri_aht Check: "HSS3x2x0.0K: " TrussUpright = - Ltu:= dt - dbt- dtt = 18. in Pxtu =wtt• Spat = 809.48 lb Truss DlaaOnal Check: , r to _ Ntu = 12 Angle := atanl —� = 25.72• deg S pa t _ Vctu := "wtt• Ltt2 = 8') if "PINS" = "NO" "= 3364.93 j lb " . Vctu- Ih 1:1 • wtt• 0.33• Ltt) otherwise I . 3734 83 TTD:= _ Ibs, cos(Angle) Pytu:= 0.02•Putt= 123.52 lb 9t:= 1.67 . .. A Y Aid Pytu Tn := -=18427.54 )b Mytu:= — = 6.86 in. lb Dt Ltu . Mctu:= Mytu if TD =-1•" = 6.86 in. DIAGONALS:= if Tn,> TTD = "OK" S at:l5': ['OK" FAIL" otherwise [Yct u l 2'2 �I otherwise: " RUSS D AGONALS• T I .= O TD "OK" DIAGONALS if. = 1 = Stv:= 1.67 "N/A" otherwise 0.6• F . Atu . r. ... = 13254.61 lb . V ntu:= _ ... _ .. . �Y v - - Check Flanges for"compact section Check Web for compact section s..... Xptuf:= 1.12• = 28.12 fFy �ptuw:: 2.42 FY60.76 �rtuf:= 1.4• = 35.15:. FFy Es 143 rtuw = 5. = 12 a 70.[Fy " bttu = 24.1 :.. .....::: : . httu = 36.15 �tuf:= "compact' if.:bttu aptuf = "compact" atuw:= "compact" if httu < Xptuw = "compact" "noncompact" :if Xptuf < bttu < Xrtuf "noncompact" _ _ if aptuw < h$u < Xriuw "slender" otherwise "slender" otherwise min Es 0.38 TFybetu:= _ 2 . In btu,1.92•ttu. Fy bt to s �� 3 Stueff:= Sxtu= 0.68 in Mptu:=FYZxtu=37628 in-lti. . Mntuf _ M to if X p tuf -:'!compact" = 37628, in. lb:: I "noncompact" Mptu- (Mptu - Fy Sxtu} 3.5T bttu•TFy-.4 if atuf = ES i� j �.FY Stueff) otherwise.. " Mntuw:= Mpt- if Xtuw="compact" _;37628 in•Ib "Fy I� IM. "noncompact" ptu (Mptu - Sxtu)(0.305 ht EY '= 0.7384 if atuw ter = (:FYStueff) otherwise min(Mntuf,Mntuw) Mntu.: = 22531.74 in. lb SEb Mctu Vctu TRUSS -UPRIGHT: "OK': if s 1.07 — < 1.0 _ ..OK,. Mntu Vntu ,FAILS" ""otherwise Powerlift Hydraulic Door. Detail Ref. sneer No: Calculations ago D Th l�l C� ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description:. 52X1"6 & 40X16 - Treasure ('+Oast Job No: R18-07-1,71 Engineer:. JRW Sheet No: A10 Date: 7/25/18 Rev: Chk:By: Date: Bottom Tube Check: POW@C'ilft i'iy(il'aUiIC DOOI" Detail Lbb4:= SPav = 58 in. k• Lbbt = 40.09 rvbt Fy I It .Es f Febt.. k•Lbbt Es Febt = = 178045.75 Fcrbt:= 0.658 Fy) if < 4.71•TFy = 41285.22 psi. - rybt (k-Lb[Jt� r bt (0.87:7-Febt) otherwise 0.5: hd• 12• DLh. 0.5•.hd• 12• DLv . . wbt:= 144 = 21.66 Pli. `Nbto =.: 144 = 4 pli � Nlcbt :_ `Nbt Lbt _ 8 if "PINS" _ "NO" = 160581.58 in -lb (0.1•wbt0,33•Lbt2� otherwise . Mcbt::.....:: P - 6176.21 ubt = lb :.d t Pnbt = Fcrbt Abt= 63579.23 lb Mubtl ;-. `Wbt Lbt2 _ 12, if "PINS" _ "NO" = 160581.58 in - lb 2� (• 0.1 inrbt0.33•-Lbt otherwise Mubt:= Mubtl if TRUSS = "NO" = 0. in•lb:.. 0 otherwise Check Flanges. for compact section Check Web compact section .. E = 28.12. - apbtf:=.1:.12•FFy:. �rbtf:= 1.4• Fy = 35.f 15. = 60.Z6 Xrbtw:= 5.70• Fy .= 143.12 �pbtvv:= 2.42•FFy .. btbt = 14.2 . htbt = 40.1 abtf:= "compact" if btbt s apbtt = "compact" Xbtw:= "compact" 'if htbt 5. Xpbtvv = "compact" "noncompact" if apbtf.< btbt < Xrbtf ;' "noncompact" if Xpbtw< htbt < Xrbtw "slender" otherwise "slender" otherwise bebt:= minLbbt,1.92•tbt• :. Es [Fy 0.38TFy �l = 2 �1 .... . bt bt s�� Mpbt:= FyZxbt=.109020 in -lb M - nbtf: - M if - "compact" pbt btf - " P = 109020 in. lb " Y [Mpbt �3.57-6tht- - M bt - F Sxbt 41 - � p y �' f X i btf - ." noncom p act" P . Es. J� �.FySxbt) otherwise nbtw�= - 'com act" pbt � �btw - P = 109020 in -lb Fy 11 [Mpbt I "noncompact" - (Mpbt - Fy Sxbt)(0.365 htbt — = 0.7384 if Xbtw = Es F (FySxbt) otherwise Mnb, Nlnbtw� I [Mnbt,=•min = 65281.44 in Ib b Mubt Pnbt BOTTOM_TUBE:= ':OK" if S 1.07 n — >_ Pubt = "OK". Mnbt 9b ... _. "FAILS" otherwise l`� CE 105 School Creek Trail Project Description: Job No: R18-07-17:1 ENGINEERING Luxemburg, WI54217 Phone: (920) sn-1o42 52x16.& 40xl6 - Treasure Engineer:. JRW. Sheet No: All Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.dce-inc:com Chk:By::. Date: ' Ref. Sheet Na Calculations A11 Reactions and Deflections. Rzho:=. 0 Rzhc:= �1.25•wfh•,Lcm)::if Nvr = 1 = 1696.52: lb (1.1.0•wfh•Lcm).-if Nvr=2 maximum horizontal:Wrid load on hinges 1.14awfh•Lcm) otherwise:. W P `Ndl:= = 7.96. ;: �12•wd) -: pli weightofdoorperinch ... : Ryhc:= 1.25• wdl• Lcm) if Nvr _ 1:::_.618.68 lb.: maximum vertical dead load on hinges (door closed) 1.10•wdl• Lcm if Nvr = 2 1.14a w • L ) otherwise dl cm . F? pc:= WpOOOR•0.125+ WPFRAME•0.5=.803.16 lb: maximum vertical dead load on post (door closed) Rzpc:= �0.375 wfh•Lcm). if Nvr = 1 = 583.32 lb maximum horizontal load onframe t doorclosed .. post ( ) (0.4-wfh•Lcm) if Nvr = 2_ (0.39awfh•Lcm) otherwise::: dtop, _ _- O • atan 19.05• de FYI. J . RYho =0.5•Wp=1910.4. Pvdl:= 0.25•Wp = 955.2 lb Point load on door leg from fruss(open) - W 0.25 :+ W 0.5 = 1172.24 Rypo:- pDOOR• pFRAME• - lb maximum vertical load frame ostfrom open door P P Rzp - F Dos O 4823.5 lb maximum horizontal :load:onframe tfrom open door 0.5• � hd:12)• DLh . .. 1 Rzfp• [ 144 '0.325•(Lbt0.33)J if: H1.=1 =1101.03 0.5• hd• 12 • DLh •LbtO;$j. otherwise lb maximum horizontal load on frame post from.wind load 144 . . Ifp:= hd•12= 152 dtop= 29 in .: afp::: IfP-bfP= 163 in 2 Pvdl• afp - 896.41 Rzfptop:= 3 •afp+ 3bfp) - Ib horizontal reaction at to of frame stfrom open door P Po. Pe If Pvdl• bfp2 / -13• afp + bfP) = 58.79 - Rzfpbot_:- -If lb horizontal reaction at bottom offrame post from open door 3 p dtruss:= dt= 26 in d':= dtrmss - �2•ttt) = 25.77.. .. . in btruss:=btt=.2 in b':=btruss-�2•ttt)=1.77 in btruss dtruss3 V. d'3 truss:= -408.51 12 inq I 4 0.5� � hd• 12)• DLv . wpL:= - 144 = 4 . . pli T 5-WbtLbt4 5•wbto Lot4 -- AfrussWL_'-' if :PIN5.=."NO" = 0.0.1 384. E , I s truss in:,::: � AtrussDL:-' = 0.22 in 384,E • s truss ...... 4 0.0069• wbt (0.33• Lot) otherwise Es. Iruss ]� r 105 School Creek Trail Powerlift Hydraulic Door. Detail Ref. sneer ryo: Calculations. a�2 lu ENGINEERING Template: Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617-1100 www.dce�nc.com Project 52X16 Description: & 4Ox16 - Treasure Coast Job No: : R18-OZ=971 Engineer:: JRVV Sheet No: Al2 . Date: 7/25/18 Rev: Chk:By:. Date: Door Resufts:p — 3820.8 Ib Door and Frame Weight �.�ertical spacing varies wJ Spav = 68 — in-3i i FrameHeader =, "HSS5x5x0.188" CrossMember = "HSS3x2x0.083" DoorHeader — HSS&W 125 : VerticalRail = "HSS5x2x0.125" ' . Doo�L:e. HSS5x3x0.25" b FramePost = "HSS5x3x0.25" Door Deflection BottomTube = "HSS5x2x0.125" O.VertsWL = 1.91 in ;7 optional hurricane panes. Truss:(if requirad) Truss upright Spacing varies "HSS3x2x0.125" . Spat=.37.38 in TrussTube = ... Truss Deflection . : "HSS3x2x0.083" OtrussWL = 0. in .. 01 t TrussUpright = r . 0.22 ussAL•in BottomTubel, _ . . "HSS5x2x0.125" Member Code Checks: RYDistopen =°'2spif REACTIONS "OK, RYDistclosed � 57PI VERTICAL :RAIL = FRAME_HEADER = "OK.. FRAME_POST= "OK" DOOR_HEADER= "OK" ..: DOOR LEG = "OK,. _ R ' ::' • -RZPcyI = —4823 lb CROSS MEMBER = "OK" BOTTOM _TUBE="OK" TRUSS TUBE— "OKr , ' RZPcyI = 4823 Ib... : ....... POW21"llft I'ydl'aUIIC DOOI' - Detail Ref. Sheet No: Calculations A13 TRUSS_UPRIGHT = "OK" '` TRUSS —DIAGONALS = "OK" Legend: �ZHP 4285.56 lb RZHP Reaction-Z dir-- Hurricane Pin RZp Reaction =Z dir- Post RYp Reaction-Ydir-Post RYH Reaction -Ydir-Hinge RZPciosed= 1101.03 lb RY RZH Reacion -Z-dir-Hinge Dist Distributed Reaction=Header. ;R �:.. D 7h� l� L l . ENGINEERING Template: 105 School Creek Trail Luxemburg, WI Phone:.(920) 617-1042 Fax: (920) 617=1100 www.dce-inc.com Project Description:' 52X16 & 40x16 - Treasure Coast Job No: R18-OZ-17:1 Engineer: JRV1/ Sheet No: A13.. Date: 7/25/18 Rev: Chk By: Date: . Reactions - RISA 3D model Rxc:= ma�RZPcyl, RZHclosed)• 11bf = 48231bf Ryc:- RYHclosed• 1lbf = 618.68lbf .. Rxo:= RZHopen-1Ibf- 0 Ryo = RYHoperi• 1lbf= 1910.41bf Check Hinpe Blade: d1 = 3.38 in is d2= 1.75in HINGE BLADE dhb=2.5in thb = 1 in Fyhb:= 36000psi RY ®HINGE.ANGLES Mhb:= ma4Ryc;.Ryo�:d1 = 6447.6in•lbf ®- - - -.- - Sxhb:= thb•dhb2 _ 6 = 1.04in3 FRM46= �iEAbEf� fbhb = Mhb _ Skhb =. 6189:7psi DOOR HEADER Fbhb:=.0.66• Fyhb = 23760psi ... 2 2 Vhb:= RX +. Ry = 1910.41bf Ahb:= thb• d hb = 2.6 in 2 Check HimeAn_gle Welds: -. = 764.16 si: vhb = hb� hb.- P .- •.:.. bw.- 2.5in dw:= 4.375in I - Fvhb:= 0.4 Fyhb - 14400:psi - 0.25in tw:- ew:= dw- d1 = 1 in Check Hinge Pin: 2. -0.7071•t (2•b +d=1.66in Aw:-. w w w DID = 1 in :. 0;7071•twbw 3 / S - w+6•dw 2:12in yw-..:. 1b =. . AP:= wv(0.5•Dp)2 = 0.79m2 .. : 0.707atwdw :. 3 .. Sxw:= (3: bw + dw) = 3.06:in . . . Fvo:= 360(00psi 3 .0 C� �\. Vp:= max Rxo +Ryo Rxo + Ryc �._.4863:01Ibf (0:5•.Ryo12 (0.5 Rxo1 ..(0.5.Rxo•ew112.:.: . fv :- 0:5V ' :.A 3095.89psi p - P - p = fwo•- Aw \ ) + Aw �\ )+ \ Yw ..:�J = 576.37psi S Fvp := 0.4• Fyp =, 14400 psi 0 5Ryc I \2++. r 5Rxc 0. ew)]2=2600.86psi '. CheckfflmeAnple• fwc= C Aw ) [(0.5Rxc) Aw) l syw. )� . Lha = 4.38 in Fw:= 21000ps tha = 0.38 in d3 = 0.25 in (� gap between angle and. blade) F - 36000 si yha�- P � Mxha:= 0.5•Vp•d2= 4255.14in•lbf Sxha = tha Lha2 . 6 = 1.2in3 BLADE:= "OK" if fbhb 5 Fbhb ^ fvhb < Fvhb "OK" fbxha:= Mxha_ Sxha= 3556.95psi TAILS" otherwise .: Fxha = 0.66• Fyha = 23760 psi I FIN -- "'OK" if fvp < Fvp _ Myha:= 0.5Vp•(d3) 607.88in Ibf "FAILS" otherwise Syha = Lha that = 6 = 0.1 in 3 1NELD':= "OK" if fwo <_ Fw n fwc`< Fw = "OK" fbyha = Myha =Syha _ 5928.24psi "FAILS" otherwise F - 0.75• F - 27000 si � byha�- yha - P . .. ANGLE:= "OK" if fbxha'S Fxha ^ fbgha Fbyha = "OK" Powerlift Hydraulic Door.: .Detail Ref. sneer rvo: Calculations. A14 ]� �(' 1`� v ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com Pro t jec Description: 52x16 & 40x16 - Treasure Coast Job No:' R18-07-171 Engineer: JRW Sheet No: A14 Date: 7/25/18 Rev: Chk By: Date: i Cylinder: j Cylinder = "Large" , _- Dgs = 3 in Bore diameter 2 2 . ABs:= �Dgs•0.5) •ar = 7.07in SS = 49.5 in . - Stroke FMAXs Ps•ABs=24740.041bf Extension Force Ps= 3500psi Max Hydraulic Pressure DRs=2.25in. Rod Diameter ARs: (DRs�0.5)2•7r=3.98.iri� i .. . = F R A 10823.771bf Retraction Force Lret = 82.13 in length retracted:: FRs MAXs — s:..Rs = text= 131.63in length extended CYL OK if FACT FMAXs OK' "FAILS otherwise .Cylinder Pin: Dpc = 1 in pin diameter Apin:= �Dpc• 0.5�2• 7r = 0.791n . FVpin = 100000psi pinshearstrength fvpin FACT = Ap1n=.5497.17psi CYLPin OK if fvptn < Fupin OK„ FAILS" otherwise f .. ZAA �a. � � xNttxM 5� 1 ✓ Y t• . 3.3$ s R t t}{P .13 • i i� ,.` l 33 `` r �t 4. 0 -JIC #8 P0R7 WITH P!.oF_ tJ►PIYYI• .06 ORIFICE. 4/4.16 JIC PORT .:. ...JIC CAP r:66.ORIFICE ON Tu&F' -JIC CAP I t, 03.38 t d d U' 2,25 Is k J � 1110 1:.or._.....:r_':r.1....rr-77-Irw 132.12 RETRACTED / i31:a2 EX7E(JDEi3 ��� I Powerlift Hydraulic Door, Detail Ref. sneer No: Calculations A15 _ D T l�LCE ENGINEERING Template: 105 School Creek Trail Luxemburg, Wl54217 Phone: (szo) sn-1o4z Fax: (920) 617A100 www.n.ce-inc.com. Project Description:: 52x16:8c 40x16 -Treasure Coast Job No.` R18-07-171 Engineer: JRW Sheet No: A15 Date: 7/25/18 Rev: Chk:By: Date: i PoWerlift Hydraulic Door Detail Ref. Sheet No: Calculations. A16.. Reactions from Sheet 11: Door Closed Door Opened , RZpcyl = 4823.5. _ lb RYHopen=1910.4 I Ib RZHclosed = 1696.52 lb Check Welds to Steel: e'y:= 5.5 in . e-3 inZ.— TorlMax:= max RYHopen•:e:y+ RZHclosed. e'z, RZPcyI•,e!Z) = 15596.78 in -lb dweld:= 6. _ in Dist between welds Lweld:= 3 in tweld:= 0.25 in ... 2 Aweld = 0.7071•twektLweld= 0.53 in. TorMaic .: Vweld = + 0.5• max0:5• RYHopen + 0.5RZHclosed, RZpcyl ... = 5011.21 lb dweld _. I Vweldl (weld:= = 9449.32' psi Aweld WELDS [10K" if fweld �• 21000 "OK' . .. FAIL" otherwise .: :. Use 1/4"x 3" fillet welds l . Hin e.Bracket 7 8 O.Q. Max E70XX _ I EXTERIOR EI A kG. _ . BUILDING RUBBER HEADER..:' WEATHERSTRIPPING I I 5.50 MIN. 7 Lweld = 3 in 1.{..� — - _ — tweld = 0.25 ..in .. 7f I � � f 1 e! DOOR FRAME. ... I � HEADER EXTERIOR SHEETING I' SECTION C-C D6c)R FRAME HEADFR ]� � 1`l CE ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.nce-inc.com _. Iroject Description: 52X1.6 & 40X16 = Treasure Coast Job No:' R18-07-171 Engineer: JRW Sheet No: . A16 Date: 7/25/18 Rev: Chk:By: Date: l Reactions from Sheet 11: Door Closed RZPcfosed - 1101 lb RZPcyl=4823.5: Ib:, DOOR-FRAMEPOST I 1 I.t Door Opened I I I i I I I I t .. RZPopen = 58.79 lb I I I I! .. I l CheckAnch&Bdts: Vball =2330 lb It I Vb:= 1.6•ma RZPclosed,.RZPopen = 1762 lb . DOOR POST ANCHOR PLATE I I t I WELD IN PLACE AFTER DOUR is STILLED..::: "OK" �nchors:= if Vb Vball =:11 . 1 ,. . . :"FAILS" otherwise:: .. ;.:::. I USE 112'Dia-Simpson Titen HD W. Embed.= 3 = 3/8" . . Min. Edge Dist := 6'= . 9 Check Post Welds:. NEW CONCRETE tw2:= 0.25 . in .. . . , f2�� CO NC R ET Lw2•= 2 ... in .. ANCHOR.. Aw2:= Q7071. jw2 Lw2= 0.35 in I . DOOR FRAME POST ANCFiUR PLACE RZPcyI C ATT QHM� NT'DETAIL fvw2:= 2A . = 682.1.52 psi w2 :. . WELD2 OKa if f 2 < 21000 = OK .. FAILS" otherwise i JAMB,COLUMN I.:. 2' K,- ' X I X AANGLE 2 O.C. ::::INSI®E INSTALLED BY OTHERS OF BUILDING WELD tw2= 0.25 in . Lw2 = 2 .in : Powerlift Hydraulic Door Detail Ref. sneer ryo: :Calculations. Ai 7 ]� l`� CE. ENGINEERING -Template: 105 School Creek Trail Luxemburg, WI 54217 . Phone:(920) 617-1042 Fax: (920) 617A100 www.dce-inc.com Project Description: 52x1:6.8c 40X16 -: Treasure Coast Job No: R18-07-1:71 Engineer: JRW. Sheet No: A17 Date: 7/25/18 Rev:. Chk By:: Date: