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HomeMy WebLinkAboutENGINEERING POWERLIFTRICE SCANN ENGINEERING (� 105School Creek Trail [:Luxemburg, W=2I L "ice (P) 020.617.104 2i (F) 920.617.1100FI' � Project Location: . Port:St. Lucie, Florida..: ' REI Project # R18-07-171 Design Criteria: "" ' 1. Design Loads per Florida Building Code 61h Edition (2017) (ASCE 7-10). 2. Deflection to be L/120 max: for vertical.door members. Deflection to be 21. 3, Steel tubes to be minimum ASTIVI A-500, Grade B, Fy = 46 ksi. 4. Field and shop welding shall:be E70 or better, steel filler alloy to have a mi Design of material separation to prevent. reaction between dissimilar mate 6. Concrete shall be minimum f'c= 2,000 psi normal weight (assumed uncr c 52 x:16 Door Calculations . 40. Page: Description: Date: Revision:. 1:3 Door:Loading :7/25/18 4 Vertical Rails. 5 Crossmerribers' 6 Door:Header 7 Frame'Header " 8 Door Legs: 9:10 Truss: . 11 Botto.rt:Tube 12:13 Reactions 14. Hinge 15 Cylinder - 16:17 Connections Powerlift — 52x16 '& 40x16 Treasure Coast— Ryan Moran Hydraulic Door Calculations Prepared:for: Powerlift Hydraulic Doors'- Lake: Benton, MN . .... . 7/3.0/2018 RICE p. ENGINEERNG /120 for cantilever members. 105 School CreekTraU Luxemburg, WI 54217 Phone 920-6171042 . Fax 9205174100. www.dce4nc.com nimum tensile strength of 70:ksi or better. 'Florida Firm No.'F-0100d009081 CeOute ofAtIMMiZOM tRM rials not designed by .Rice Engineering Inc.. Wayne K.•Helmila. Registration No.:5M ked). x 16 Door Calculations Page: Description: Date: Revision:_ A1:A3 = boor Loading 7/25/18 IA4 Vertical Rails: JA5 Crossmembers IA6 Door Header A7 ' Frame Header IA8 Door Legs:: A9:A10 :Truss A11 ::.:Bottom Tube A1i2:A13 Reactions A14 Hinge " A15 Cylinder A16:17 Connections OP DRAWING./ SUBMITTAL RfEVIEVY PPROVED Q APPROVED AS NOTED REVIs8 AND RESUBMIT :REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY.. THE CONTRACTOR IS RESPONSIBLE FOR. CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE COORD�f�AI ¢�OF H S FOR TOLERA CE, CLEARANCE, WORK WI HQUANOTHER TRADER AIOD PROCE E ND .TECHNIQUES OF CONSTRUCTION, By:_ ' Date: Q A Disclaimer:. Architectoriic I c. F rt Pierce, FL 34950 This Certification is limited to thestructural design oto.. structural components of this Hydraulic Door system It does NOT include responsibility for: • Structural design of hardware, hinges, and. latches. • : Design of material separation to prevent reaction, between dissimilar materials. • Design of air and water infiltration prevention. The manufacture, assembly, or installation of the system. • Quantities of materials or dimensional accuracy. of drawings • Anchorage to the substrate or design of the -building support structure. Cover Paee 1 of 1 Ft gineers Design Approval Stamp. 1/3O/2018 NO 59092 . S'fA'i 1 r►In1:1T��� Proiect.Data: Governing Code: j✓ASCE 7-05 rpouble Posts Double Legs FASCE 7-10 Hurricane Pins wd RUse Truss Use Truss Diagonals p:-::. hb:= 20; ft building roof height <-ASSLIMED- hd:= 16 ft door overall height �s wd : = 52 ft door overall width CL (s7 Occupancy/Risk Category. II - 48 Spah :- in . max horizontal tube spacing Spav := :68 in max vertical tube spacing dt:= 26 in truss depth NOTE.• Hinges I re located at vertical rails Spat:= 37.375 in -truss upright spacing . Wind Load Data: V = 160 mph designwindspeed E:= "C" buildingeiposureAM 2::. x oor Kzt:= 1.0 .5 topographic coefficient Kd := 0:85 directionalityfactorC "- External Pressure Coefficients.: GCp1 :_ -0.95 .: CZ Member Section Data: GCp2:= 0.80 CZ r GCp3 := -0.9 Typ { Cylinder Large GCp4:_. 0.80 Typw Frame Header HSS5x5x0.188 Internal Pressure. Coefficients: ! '��, Frame Post: HSS544.313 �� GCpi1 := 0.18 Door Header. �HSS5x2x0.125 �. GCpi2 :- =0,18 Seismic Load Data: ` `+� Door Leg: HSS5x3x0.313 SS:= 62% Mapped Spectral ResponseAccelerabonat9�ortFaiods Vertical Rai] HSS5x2x0.125. �. l.. S1:= 2.8% Mapped Spectral Response Accelerabon atLong Peiods Cross Members: HSS3x2x0.083 I p := 1.0 Component Importance Factor a :=. 1.0 P ComponentAmplifica Von Facto Bottom Tube: HSS5x2x0.125 Rp:= 2.5 Component Respose Modificaiton Factor Truss Tube: H$S3z2x0.125 j ' Fa := 1.6 Short Period Site Coefficient (Table 11.4-1) Truss Upright'.:' HSS3x2x0.083 Fv:= 2.4 Long-Pedbd Site Cdetficient(Tablel1A-2) y Soil Site Class: D Truss Diagonals: 'I.2b.L�t Pipe 'Tube sizes listed for engineering are minimums* I D T/'L* 105 School Creek Trail Project Description: Job No:: _ R18-07-1.71 - l�l1.1 ENGINEERING .Luxemburg, Wl54217 Phone: (920) 617-1042 52x16 8� 40x16 - Treasure Engineer: JRW Sheet No: 01. Fax: (920) 617-1100 Date: 7/25/18 Rev: Template: I www.6ce-inc.com Coast Chk By: Date: ; Powerlift Hydraulic Door detail Ref. sneet.iVp: Calculations. 01 Member Section Properties: :. . . FrameHeader'_ "H9S5x5x0.188" . FramePost = "HSS504.313" DoorHeader = "HSS5x2x0:125" tfh = 0:174 in tfp = 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 Ifh = 12.6 in IxfP = 12.6 in lxdh --'4.65 .: 4 in. Zfh = 5.89 in3 Zxfp = 6.42 in3. Zzdh.= 2.37 in3. : ... Vertical Rail = "HSS5x2x0.125" CrossMember = "HSS3x2x0.083" BottomTube = "HSS5x2x0.125" tvr = 0.116 in : ::.: tcm = 0.08 iri tbt= 0.12 in WTvr.= 5.6 plf .: :..: WTcm =.2.73 plf WTbt= 5.6::. Of Avr = 1.54 in Acm = 0.8 in .. Abt= 1.54 in Ixvr = 4.65 in4 ... Ixcm = 1.02 in 4 .:lxbt= 4.65. - An Zxvr-= 2.37 in 3 Zxcm = �0:82 in Zxbf = :2.37 3 .in TrussTube = "HSS3x2x0.125" TrussUpright = "HSS3x2x0.083" ttt= 0::.16 m : � ffu = 0.08 :.. m . . WTtt = 3:9 plf WTtu = 2.73 plf Att:= 1.07 in 2, Atu - 0.8 in . . 4 Ixff= 1.3 . in Ixtu._ _ 1.02 4 in .. ... . Zxtt = 1.06 :::in Zxtu = 0.82 in _ Wind Load:Calculadons : Velocity pressure Coefficients: Velocity pressures: Kzh = 0.90 Psf. qh := 0.0025& Kzh.KZr Kd• V2 = 50.14 Kzz= 0.86 psf qz:= 0.-0025&Kzz.Kzt•Kd•U2=:47.91 Calculated Pressures (ASD): •� czneg �_ . P qh• ( P P ) �. b - C� GC 1-GC i1]d. h <60 _ -33.99 psf GC 1 - GC i1 otherwise qh•: P qh P� :. - PczpoaS= [`P•gh•(GCp2:- GCpi2)] if hb <_ 60 =:29A8 psf (�grGCp2- gh•GCpi2) otherwise Ptypneg.:= [�gh•(GCP3- GCpi1)] if hb < 80 =-32:49 psf (�•gh•GCp3-gh•GCpi1� otherwise �. PtYPPos _ [.gh'(GCp4- GCpi2)] if hb _<_60:; = 29.48 psf � qz- GCp4 - qh. GCpi2, otherwise �. I: W := max=P.fyPne9, PfYPPos :_ .32.49: psf Po erlift Hydraulic Door Detail Ref. Sheet No: Calculations . 02 D T/�L' l�l l.li ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description:. : 52X16.& 40x16 Coast -Treasure Job No:: R18-07-17.1 Engineer: JRW Sheet No: 02 Date: 7/25/18 Rev: Chk.By: Date: i Seismic Load Calculations: SDS:=2=3•Fa•SS=7%o' - Design Spectral ResponseAccelerationAtShortPeri (Egn11.4-3) " SD1::=2=:3,-FvS1=4.48•%o Design.SpectralResponse AecelerationAtLong Period (Egn11.4-4) 0.4•ap•SD I Wp .. 1 + 2(hb)— I=?90.3. lb (Egn13.31) Rp hd J Design. Response Spectrum IP m POWerIIft Hydraulic Door.: Detail Ref. $heet.No: Calculations o3 • Fpmin:= 0.3•SDS4lp-WP:=: 101.9 (Eqn 13.3) lb :. o Fpmax:=1:.6•SDS•lp•Wp=543.7 lb (Egn13.33) . U . Fp := Fpmin if fp <: Fpmin = 190.3 lbCn Q an fp if fP cFpmaz o Sa(P) a Fpmax otherwise cn _ (Eqn 13.32 . U FpASD-= 0.7•Fp= 133.2 lb PerASDLoad.Comb. Section 24 U) . FpvASD:::= 0:.7. 0.2• SDS• W p = 47.6 lb Per LRFD Load Comb. Section 2.4 C n D T/ rL� l�L l Ali ENGINEERING' Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 . Fax: (920) 617=1100 www.dce-inc:com Project Description:: 52X1.6.$ 40X16 -Treasure .Oast Job No::, : R18-07=1.7:1 Engineer: JRW Sheet No: 03. . Date: 7/25/18 Rev: Chk By:. Date: Verrdpa/Rail Check . VerticalRail = "Hss5x2xo..125"_ Lvr = (hd• 12) - 2.5 =.189.5 in Spay.DLh wvr:=- 144 = 15.34 pli .. Muvr:= wvr Lvr2; 8 = 68863.84 m•Ib 1 Check Flanges for compact section Check Web for compact section Es Xpvrf:= 1.12 = 28.12 Fy Es.::. XpjrW:=.2.42 = 60.76 Fy Es = 35.15•. ,rvrf:= 1.4•[Fy Es arvrw:= 5.70• = 143.12 Fy bfvr.=.141:: .:: titer = 40:1 �vrt _ compact": if btvr a vrf = "compact" p av�:= "com act" if ht < P yr - Pvrw "compact" "noncompact" if apvrf < btvr Xrvrf "noncompact" if Xpvrw <:htvr < Xrvrw "slender" otherwise = .: :"slender" otherwise .... . l Es 0.38fFy�.bevr:= mid bvr,1.92•tvr• •I 1 - —.=2 inLFYbtvr: EsiJ Svreff:= Sxvr = 1.861 : in Mpvr = FyZxvr = 109020 in lb Mnvrf:= Mpvr if Xvrf =. "compact" :.: = 109020 in -lb . . - I "noncom Mpvr - Mpvr - Fy Sxvr� 3.57• btvr•FFy4 if wrf = F Svreff) otherwise � y. Mnvrw:= Mpvr if Xvrw = "compact' = 109020 in -lb . - l� . "noncompact" Mpvr Mpvr - FySxvr� TFy 0.305 htvr. - 0.7384�� s if avr v =: �FySvreff) otherwise min(Mnvrf, Mnvrw) _ .. Mnvr = - 65281.44 in -lb . S2b Muvr --- VERTICAL RAIL:= "OK"- if < 1.07 = "OK" - Mnvr - "FAILS" otherwise. t i -. 5w L .4 yr vr. � 4VertSWL = = 1.91 in 384. E I s• xvr i i Po erlift Hydraulic Door. 'Detail Ref. sheet No: Calculations . 04 T/�L� P l.�li PUCE... ENGINEERING Template: 105 School Creek Trail Luxemburg, WI54217 Phone:.(920) 617-1042 Fax: (920) 617=1100 www.dce-inc.com. Project Description: I 52X1:6A 40x16 - Treasure Coast Job No: R18-07-1:7:1 Engineer: JRW. Sheet No: 04:. . Date: 7/25/18 Rev: Chk:By: Date: Cross Member Check: CrossMember = "HSSUM,.083"= Lcm:= SPav= 68. :.:. in. . Spah•DLh wbm:= :::144 = 10.83 pli Mucm:= wcm-' cm� = 12:= 4172.84 in -lb Check Flanges for compact section Check Web forcompact section P cmf = 1.12•=28.12 sFFy fFy P cmw= 2.42•60.76 Es %rcmf:= 1.4• s =.35,15. Es . Xrcm := 5.70•TFy's= 143.12 wFy. bfcm = 24.1 htcm _.36.15 Xcmf== "compact" if : b < X P ?cm — pcmf ="compact" Xcmw:= "compact" if htcm < Xpcmw _ "compact" "noncompact" if Xpcmf < btcm Xrcmf "noncompact" if Xpcmw <.htcm Xrcmw "slender" otherwise :slender" otherwise s Ir/ 0.38 Fy 11 =.•� = 2 in r fFy becm:= min Lbcm,1.92•tcm••L1 . ll .:. bfcm Es Scmeff:= Sxcm = 0.68 ; in Mpcm:= Fy:Zxcm = 37628 in,lb Mncmf:= Mpcm if Xcmf= "compact" = 37628 in -lb rr C3.57- "nonco 'pact". — �Mpcm —. Fy Sxcm• btcm• 411: if Xcmf = LMpcm Es:— (Fy$cmeff): otherwise Mncmw:= ..Mpcm if Xcmw= "compact' = 37628 in. lb - FYpcm C0.305 II IM = °noncompact" — cm — Fy Sxcm ht�m•� — 0.7384 I s /J if .Xcmw . (FyScmeff) otherwise min(Mncmf,. Mncmw) Mncm:= = 22531.74 in -lb b . �' Mucm pq CROSS "OK" if 51.07.-_:"OK" —MEMBER:= Mncm "FAILS" otherwise I Powerlift Hydraulic Door Detail Ref. Sheet No:, Calculations o5 D 7! r l�l l� ENGINEERING Template: 105 School Creek Treil Luxemburg, WI 54217 . Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice-inc.com Project Description:. 52z16:& 40x16 - Treasure ^ + `:oast Job No: R18-07-17.1 Engineer: JRW Sheet No: 05. Date: 7/25/18 Rev: Chk By:: Date- Door Header Chk: DoorHeader = "HSS5x2x0:125" . Ldh:= SPav= 68 . in, �0.5•Lvr + bdh)•DLh: `Ndh:= 144 - 21.83 .: pli Mudh := 0.107.1. wdh. 4dh:: 10809.66 .: • . in..lb Check Flanges for compact section Check Web for compact section s = 28.12 �pdhf:= 1.12•fFy :_ 60.76 >,pdhw:=2.42FFy Es 35;15 Xrdhf:= = - 1.4•PFy E $ = 143.12 rdhw:= 5.70IFy btdh = .14.2 .. htdh = .40.1 Xdhf:= "compact" if :btdh Xpdhf =:"compact" �hw:= "compact".. if htdh 5 XpdhW = "compact" "noncom act" if < b < a P pdhf tdh - rdhf "noncompact" if X'dhw< htdh 5 ardhw "slender" otherwise "slender" otherwise : _ . .... .... . s 0.38 .FFybedh:= minLbdh,1.92•,tdh;=2 in rr FFy btdh � Sdheff:= Sxdh = 1.86 • in Mpdh = F' Zxdh = 109020 indb Mndhf:= Mpdh if adhf = "compact" = 109020 in -lb I� "noncompact" tNpdh - Mpdh - FY Sxdh 3.57• btdh[F—y — - 4 . ifs adhf = Es JJ (FySdheff) :otherwise Mndhw:= Mpdh if Xdhw = "compact" = 109020 in•:Ib - Fy1pdh (0.305�.htdk-. IM "noncompact" - Mpdh Fy Sxdh• - 0.7384)J if Xdhw -- s Fy Sdheff) otherwise: min(Mndhf, Mndhw) - Mndh = . :: - 65281.44 in -lb :. �b Mudh::: DOOR_HEADER:= "OK" if < 1.0.7 = "OW Mndh ... "FAIL$" otherwise. n � CE 105 School Creek Tail Project Description: Job No:. R18-07-17.1 l�l Luxemburg, WI 54217 . I Engineer: JRW Sheet No: 06. ENGINEERING Phone:.(920) 617-1042 52X1:6 & 40X16 -: Treasure Fax: (920) 617-1100 Coast Date: V25M 8 Rev: Template: www.nce-inc.com Chk:By:: Date: Po erlift Hydraulic Door. Detail Ref. sneer ryo: Calculations. os Frame Header Chk: FrameHeader =, "HSS5x5x0.188" WpDOOR..: Lth:= Spav= 68 in- wfhv - (wd 12) = 6:48 pli l �0;5; Lvr + bdh)• DLh : wth. 144 = 21.83 .pli .. . 2_ 10809.66 . in -lb Check Flanges for compact section Check Web for compact section s �pthf;= 1.,12fFys = 28.12 . = 60.76 Xpfhw = 2.42•fFy Es arfhf:= 1.4•TFy— = 35.15 . Es _ .7TFy— = 143.12 �rfhw:. 5 0• 43.1 btfh = 25.7 htfh = 25.7 lkfhf:= "compact' .if btfh < apfhf _ "compact" >,fhw:= "compact" if: htfh 5 apfhw -: "compact" ".noncompact" if apfhf < btfh < arfhf "noncompact" . if apfhw.< htfh < Xrfhw "slender" otherwise "slender" otherwise rr Es. 0:38FF�ybath:= minbfh,1.92•tth•�• 1 - in biI-3 y fhJJ - Sfheff:= Sfh = 5.03. in3. - 270940 in,lb. Mpfh :=.Fy Zth.- Mnfhf:= Mpfh if afhf = "Compact" = 270940 in -lb fF.ypfh - (Mpfh - Fy Sfh)• 3.57• btfh•- 4�� if afhf = :'noncompact" s (Fy-Sfheff) otherwise MnfhW: Mpfh if afhw= "compact'' -:270940 inilbT: ( FYpfh.- [M. "noncom (Mpfh.-. FySfh)-1 0.305htfh• = 0.7384 if afhw= act" l s JJ (.FySfheff) otherwise. min Mnfhf, Mnfhw� Mnfh:= � = 162239.52 in -lb, b M Muth FRAME HEADER:= - "OK"_ if <- 1.07 = "OK" Mnfli "FAILS" otherwise 4 0.0065• W Lfh OFHWL:= ". E i = 0.01 in s fh 0.0065•w . /L 4 fnv. ffi b OFHDL:= = 0.0025 in Es• Ifh: P werlift Hydraulic Door 'Detail Ref. Sheet No: I. Calculations o7 RICE ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617=1100 www.dce-inc.com Project Description: I 52X1:6.& 40X16 - Treasure Coast Job No: R18-07-1:71 Engineer:. JRW Sheet No: 07 Date: 7/25/18 Rev: Chk:By: Date: . DOorLep Check: DoorLeg.= "HSS5x3x0.313" Sheet No: Powerlift Hydraulic Door. .Detail Ref. Cyl:= CylinderLengthindex10, 2 84 in dtop:= CylinderLengthindex10, 3 - 29 to Ldl:= Lvr, = Cyl= 105.5 in adl:= Lvr - Ldl = 84 In .. l 0.5•Spa%•DLh I 2 0.5•8pawDLL . 1 2 144 Jadl ( 144 radl M1dl = = 27062.09 in•:Ib M2dl:-. = 5.177;97 in•Ib 2 2 - 0;5 hd•.12• DLv 1 Rtruss:= �0.4-owdh•(wd•.12.0.33)] if PINS = "YES" = 1797.89 Ib Rtruss2:= o•5'( 144 1 wd•12= 1292.94 lb - �0.5•wdh•(wd•12)] otherwise . Mudf= (0.5•max(M1dl+adl•Rtruss,M2dl+adl•Rtruss2)) if LEGS:="DOUBLE"=89042.47, in�lb �max(Mldl+ 6di•Rtruss,M2dl+ adl•Rtruss2)' otherwise 1 . Check Flanges for compact section Check' Web for compact section s .:. Xpolf:= 1.12•= 28.12 fFy Es .:. Fy . apolw =.2.42 = = 60.76 s = 35A5 ardlf:= 1.4•[Fy Es =:143.12 ardlw:= 5.70•[Fy... . btdl = 7.31 htdl = 14.2 Xdlf:= "compact" if, btdl s Xpolf = "compact" Xdlw:= "compact" if htdl Xpolw = "compact" noncom act' if ap " p dlf < bidl Xrdlf "noncom act" if a < h < a p polw _ tdl = rdlw "slender" otherwise "slender" otherwise - minrb \ Es rr 0.38ALYbedl:= C dl,1..92;tdp—.�._3 in 3 Shceff:= Sxdl - 5.03 in Mpol:= FyZxdl = 295320 in -lb Mndlf'- Mpol if adlf = "compact" =. 295320 in - lb IM rFFy 11pol-(MPdI-.FySxdl)I3.57•btdl•=4�� if adlf="noncompact" l �FrShceff) otherwise Mndlw:= Mpol: if Xdlw = "compact" = 295320 . . in - lb op Fyol IMP (0.305 "noncom - ( Mpol - Fy Sxdl)• htdl. - 0.7384if.. adlw = pact" s (FyShceff) otherwise min(Mndlf, Mndlw) I . - Mndl:= - 176838.32 in -lb Stb Mudl DOOR_LEG:= "OK" if < 1:07 = "OK" Mndl "FAILS" otherwise FRAME_POST;= DOOR -LEG i i ]�� 105 School Creek Trail Project Description: Job No: R18-07-1.71 i`� ENGINEERING Luxemburg, WI 54217 Phone: (s2o) s17-1oa2 52X16 & 40X16 - Treasure Engineer: JRW Sheet No: 08 _ Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.dce-ine.com C. By: Date: 'Calculations o$ Russ Tube Check TrussTube = "HSS3x2x0:12511 Ltt:= (wd• 12) - 2•dt = 572 in Lbt:= (wd.12) - 2bdl = 618 in k:= 0.5 Lbtt:= Spav = 68 in k• Lbtt = 42.29 rYtt �2 Es Fett-- 2 = 160048.65 k•Lbttl rytt Fy Fett k.Lbtt �Fy Fcrtt:= 0.658 FyJ if < 4.71• = 40786.24 psirytt (0.877• Fett) otherwise . . . 0.5 hd• 12• DLh wtt: 144 - 21.66 pli. Mctt:= `Ntt•Lbt2 = 8 if "PINS" _ "NO" = 272970.68 in -lb (0.1•wtt:0.33.Lbt2� otherwise. Mctt Putt:= dt = 104-�887] Ib POWerlift Hydras DOOr Detail Ref. Sheet No. Ca1CU1atic 00 ]� 105 School Creek Trail Project Description::.. Job No: R18-07-17.1 i`iCE Luxemburg, WI 54217 Engineer: JR1IV Sheet No: M .. ENGINEERING Phone:.(920) 617-1042 52x1.6-$ 40x16 - Treasure Fax: (920) 617-.100' Date: 7/25/18 Rev: www.Oce-inc.com. Coast Template: Chk By::. Date: I Powerlift Hydraulic Door .Detail Ref. sneer No: Calculations 10 Truss Upri_aht Check: TrussUpright = "Hss34x0.o83" Ltu:= dt - dbt- dtt = 1.8. in Pxtu :_ `Ntt• Spat = 809.48 lb TruS$ Diagonal Check: ss Lou Ntu = 16 Ang e:= atanl j = 25.72•deg S Pa t. - Vctu:= 1 ... (wtt•Ltt2 _ 8' d "PINS" = "NO"...= 4497.05- lb .. .... Vctu - TTD:- = 4991.41 Ibs, (1:1•wtt•0.33•Ltt) otherwise cos(Angle) Pytu:= 0.02•Putt= 209.98 lb Qt: 1.67 . F A y td Pytu Tn = 18427.54 lb M tu:= = 11.67 in•Ib y - S2t Ltu . 1 Mctu:= Mytu if TD = 1 ' = 11.67 in. lb DIAGONALS:'= "OK" if Tn >_ TTp = "OK" - r (Spat11: I "FAIL" otherwise - LVctu I — I otherwise \ 2.2 JJ _. T US$ DIAGONALS• - R -.. •= -- - - DIAGONALS .if :TD 1 "OK" . S2v:= 1.67 "N/A" otherwise 0.6•Fy�Atu untu = = 13254.61 lb.. v Check Flanges for compact section Check Web for compact section aptuf:= 1.12• E.s = 28.12 . Fy = 60.76 �ptuw:= 2.42•fFy artuf = 1.4•3515 FFyy Es artuw:= 5.70; = 1'43.12 - 24.1 to - F, V Ybt httu = 36.15 �tuf = "compact" if .bttu �ptuf = "compact" atuw = "compact". if ht < � to - ptuw _ "com act" P "noncompact" if, : tuf < bttu < Xrfuf .. p "noncom act" • if a < ht < X P ptuw to - rtuw .. "slender" otherwise "slender" otherwise . betu:= min[btu> s rr: fFy 1.92•ttu.•I 11 r.." 0.38fEy 1 - —• = 2 in l bttu J .. ... 3 Stueff:= Sxtu = 0.68 in .. Mptu := Fy Zxtu = 37628 in. lb Mntuf:= Mptu If ' xtuf = "compact" = 37628_ in•ib - ' Fy CMptu (1�57-"noncompact" - �Mptu - Fy Sxtu� bttu 41ifAtuf = . :s (FyStueff) otherwise. Mntuw:= Mptu. if Xtuw= "compact" =37628 in- lb Fyptu - (Mptu - Fy Sxtu� C0.305• httLr - 0.7384 I if atuw = "noncompact" IM. Es (FyStueff) otherwise min(Mntuf, Mntuw) - M - 22531.74 ntu:= in -lb - - b O: I. TRUSS UPRIGHT:= "OK" if 5 1.07 n — <.1.0 = "OK" i Mntu Vntu "FAILS" otherwise I i i D TC L� 105 School Creek Trail Project Description:. I Job No: R18-07-1171 llL Luxemburg, WI 54217 . I Engineer: JRW Sheet No: 10 ENGINEERING Phone: (920) 617-1042 52X16 & 40X16 - Treasure Fax: (920) 617-1100 I Date: 7/25h 8 Rev: www.rice-inc.com Coast Template: Chk By:. Date: Bodom Tube Check: Lbbf:= Spay= 68 in k• Lbbt :... - 40.09 rvbt ...Fy �2 Es Febt k•Lbbt .. Es Es Febt:= = 178045.75 Fcrbt:. 0.658 _< 4.7. = 41285.22 psi Fy� if ..rybt 2 Lbbt Y. (k• . rybt i (0.877.Febt) otherwise 0..5• hd• 12• DLh 0.5 hd• 12. DLv wbt:= 144 - --.21.66 pli wbto _, 144 = 4.14 pli Mcbt:= :.`NbtLbt2 _ 8 if "PINS" _ "NO" = 272970.68 in -lb ". 0.1 wbt 0.33• Lbt2� otherwise Mcbt - Pubt:= d .. = 10498.87 t Ib Pnbt = FcrbtAbt= 63579.23 lb Mubt1.:=. �(�IbtLbt = 12� if "PINS" _ "NO" = 272970.68. in. lb 2\. 0.1 . wbt 0.33• Lbt otherwise - Mubt:= M if TRUSS = "NO" = 0 ubt1 in - lb 0 otherwise Check Flanges:forcompact section Check Web for compact section a b:= 1.12• Es = 28.12 �rbtf:= 1.4• Es = 35.15::. P Fy FY = 60.76: :.. arbtw:= 5.70•[Fy btw:= 2.42•FFy P Es ::143:12 .: btbt = 14.2 htbt = 40.1 . abtf:= "compact" if btbt < Xpbtf = "compact" abtw:= "compact" 'if htbt s apbtw = "compact" "noncompact" if Xpbtf. < btbt 5 arbtf "noncompact" if - Xpbtw < htht < Xrbtw - "slender".. otherwise "slender" otherwise bebt:= min rr Es 0.38 Fy - I - 2 in. TFy Lbbt,1.92•tbt•(1 tit bt S )J Mpbt:= FyZxbt= 109620 in. lb. Mnbtf:= 'Mpbt if abtf = "compact" - 109020 in -lb Fypbt (3.67-btbt L IM - ( Mpbt - Fy Sxbt)• 4�J if abtf = "noncompact" Es. . (FySxbt) otherwise Mnbtw:= Mpbt if abtw = "compact" _ 109020 in.16 Fy 11 "noncom' pbt - � Mpbt - Fy Sxbt)• IM 0.305 htbtJ E - 0.7384 IIJ - if ab _ pact" s Fy Sxbt) otherwise min(Mnbtf, MnMtw) FMnbV= . - 65281.44. in. lb nb ubt nbt BOTTOM- -. ':OK" if 1.07 n : > Pubt = "OK": Mnbt "FAILS" otherwise I 4 POWe�ilft Hydraulic Do Re Detail Ref. Sheet No: Calculations. 11 ]� T l� CE ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920 617-1042 ) Fax: (920) 617-1.100 www.dce-inc.com - Project Description: 5al 6 & 40A 6 - Treasure Coast I Job No: R18-0771:71 Engineer: JRW Sheet No: i f . Date: 7/25/18 Rev: Chk By: Date: Reactions and Deflections: Rzho:= o Rzhc = �1.25•wfh•Lcm� if Nvr = 1 = 1696.52 :.. Ib (1.10•wfh•Lcm) if Nvr=2 1.143.w L otherwise. fh• cm� maximum horizontal:wind load on hinges W p 1 - wdl:= - 8.23 ;; �12:wd� -. pli weightofl oorper inch Ryhc = 1.25 wdl Lcm� if Nvr = 1 := 640.03 Ib: maximum vertical dead load on hinges (door closed) 1.10• wdl• Lcm) if Nvr = 2 1.143 wdl• Lcrn) otherwise . R := W • 0.125 + W • 0.5 = 1053.13 ypc pDOOR pFRAME lb " maximum) vertical dead load on post (door closed ) Rzpc:= �0.375wfh•LcM) if Nvr = 1 = 583.32 lb maximum orizontal loadonframepost (door closed) (0.4•wfh•Lcm)if Nvr (0.393wfhl cm) otherwise .. 0:= atan dtop - 19' 0'5 de Cyl J Ryho:= 0.5 Wp = 2569.23 Pvdl:= 0.25 W p = 1284.61 lb Point load o door leg from truss (open) Rypo:= W pDOOR• 0.25 + WpFRAME• 0.5 = 1558.49 lb maximum vertical load tame postirom open door Rzpo = FCYL• cos(0) = 6604.62 lb maximum horizontal: load on frame post from'open door• r0 5(h& 12)• DLh �. Rzf :- p • b.325-Lbt 0.33 I if . H I = 1 = 1435.53 L 144 J 0.5•//hd•12•DLh �" l •Lbt0.91, otherwise lb maximum horizontal load on frame postfromwindload 144 J Ifp:= hd•12= 192 . in : b- dtop= 29 in afp:= Ifp- bfp= 163 in 2 Pvdl• afp Rzfptop:= (afP+ 36fp) = 1"205.55 Ib horizontafreacbon attop offrame postfromopendoor 3 lfp 2 Pvdl• bfp Rzfpbot = (3. afp + bfp) = 79.07 lb . " horizontal reaction at bottom of frame post from open door 3 lfp dtruss:= dt= 26 in d': truss (2•ttt)' = 25.77 in btruss:= btt = 2 in ., b':= btruss - (2•ttt) - 1.77 in 3 .3 btruss• dtruss.:-. b'•. d' .. )truss 12 - 408.51 in 0.5•(hd• 12)• DLv wDL:= = 4.14 144 pli.. 5• wbt Lb 4 i I .. 5• wbto• Lbt4 AtrussWL:_ '.if .PINS -.!'NO" = 0.02 384.E •I s ,truss in 0 trussDL = = 0.66 In I 384! Es• Itruss 0.0069•wbt�0.33• Lbt�4 I otherwise Es. ]truss 1 • ]� �/ ��� C 105 School Creek Trail Project Description: I Job No:: R18-077171 1`� ENGINEERING Luxemburg, WI 54217 . Phone::(920) 617-1042 52X16 & 40X16 -. Treasure Engineer: JRW - Sheet No: 12 . Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.rice-inc.com Chk By: Date: Po erlift Hydraulic Door Detail Ref. sheet No: Calculations. �2 Powerlift Hydraulic Door Detail Ref. Sheet IVo: Calctalations . 1$ QOOr Results: W p 5138 6 Ib Door and Frame Weight 1�Qrtical spacing varlrrs . . w1d .. .: Spav = 68 in FrameH�eader = "HSS5x5x0.188" CressMember = "HSS3x2x0.083" DoorHeader - "HSS5x2x0i125" i G— VerticalRail = "HSS5x2x0.125" - DoorLeg = "HSS5x3x0.313" , FramePost = "HSS5x3x0.313" Door Deflection ` Botto i Tube = "HSS5x2x0.125" AVe tsWL = 1.91 in Optional hurricane pins. Truss:(if requirod)Truss upright spaying varies Spat = 37.38 in: TrussTube = "HSS3x2x0.125" Truss Deflection TrussUpnght = 'IHSS3x2x0 083" OtrussW6 0.02 in ens Otr = 0.66 in ussDL BottomTube = ' HSS5x2x0.125" + RYDisto en-•30p1f, Member Code Checks: REACTIONS VERTICAL_RAIL OK RYDistclosed'= 59pif' FRAME HEADER= "OK" ,� RZDistopen��� �5:PIf� . FRAME POST = "OK"plf- ZDistc os DOOR_HEADER= "OK I'.. S . . _... DOOR —LEG = "OK" `' � �,�.-RZPcyI ; -6605 lb CROSS _MEMBER = „OK `. c 4 - Ib BOTTOM _TUBE='•'OK i RZPcyI '6605 TRUSS_TUBE= „OK„ R~L TRUSS _UPRIGHT = "OK.. TRUSS_ DIAGONALS = "OK" �'"--ter, ` �"•� � � ` Legend iZHP 4858.7 Ib :. R Reactioh-Zdir.- Hurricane Pin ZHP RZp Reaction =Z dir- Post RYp Reaction-Ydir-Post R Reaction-Ydir-Hine RZPclosed=1435.53 Ib YH 9 RYPopen 1558 lb_ = x4 RZH Reacion=Z dir-Hinge Dist Distributed Reaction = Header RYPctosed�1053, Ib D T!'I] 1111.1i ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone::(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description: k 52X16 & 40X16 :Treasure Coast I Job No: R18-07-1:7:1 Engineer: JRW Sheet No: 13. .. Date: 7/25/18 Rev: Chk By: Date: Calculations 14 Reactions - RISA M model Rxc:= max(RZPcyI, RZHclosed)• 11bf = 66051bf I Ryc = RYHclosed• 1 Ibf = 640.031bf Rxo := RZHopery 1 IV = 0 Ryo := RYHopen•:1 Ibf = 2569.23lbf d� Check Hinpe Blade: d1 = 3.38in .. . i. d2= 1.75inRx �: HINGE BLADE. dhb= 2.5in thb = Tin � ttr I HINGEi GLES Fyhb:= 36000psi Fiy Mhb:= max(Ryc,,Ryo)•d1:= 8671.14in•lbf - - - - - - - - - - - Sxhb:= thb•dhb2 = 6 = 1.04in. 3 :... DOOR HEADER �i/�h4E 9-IEADEFi fbhb Mhb - Sxhh 8324.3 psi Fbhb :=.0.66• Fyhb = 23760 psi Vhb:= Rxo2 + Ryo2. - 2569.231bf Ahb:= thb-dhb= 2.5in2: _ CheckHinpeAnple Welds: fvhb:= Vhb = Ahb = 1027.69psi .: bW:= 2.5in dw:- 4.375i Fvhb:= 0.4•Fyhb= 14400psi tw:.0.25in:� ew:= dw- d1 = 1 in . Check Hinge Pin: Aw:= 0.7071•�tw( b''+:w)= 1.66in2 Dp = 1 in 0:.707I -tw bw 3 2 .: Z Syw:�bw+:6 dw� = 2.12in AP:=,n•(0.5-Dp) = 0.79in 0.7071•twdW. 3 Fvo:=36000psi Sxw:= 3 .$•bw+dw =3.O6in; . � I \ VP := max( Rxc2 + Ryo Rxo2 + Ryc2) = 6635i561bf 0:5•,Ryo 12. 0.5• Rxo 1 0.5• Rxo ?w 1�2 . fwo:= �- +. ( + I = 775.14psi fvp:= 0.5VP _ AP = 4224.33psi Aw:l Aa J C Fvp := 0.4• Fyp = 14400 psi_ 0:5Ryc)2 0.5Rxc) : :0:5Rxc•ew) f + + I 3557.32 si r wc:- C� � p CheckHinpeAnple AWE J : Aw J syw JJ . Lha = 4.38 in tha = 0.38 in Fw:= 21 OOOps d3 = 0.25 in (<- gap between angle and.blade) Fyha;- 36000psi Mxha:= 0.5•Vp•d2= 5806.12in•lbf i Sxha:= tha• Lha2 ` 6 = 1.2in3 BLADE. „OK?' if fbhb < Fbhb A fvhbr< Fvhb - "OK" TAILS!' _..: fbxha = Mxha'- Sxha = 4853.44psi LS" ..otherwise I Fxha:= 0.66•Fyha=23760psi PIN: OK" if fvp < Fvp OK" Myha: 0.5Vp.(d3) = 829.45in•lbf . 'FAILS otherwise I.. :. Syha:= Lha the2 6 = 0.1 in UVELD:= . "Oi< if fwos Fw^ fNc,<_ Fw "OK tbyha:= Myha.+ Syha = 8089.07psi. "FAILS" otherwise - P.M.F - 27000 psi Fbyha �- yha - P :. • ANGLE:= � OK rf 'fbxhar! Fxha ^ fbyha < Fbyha = ;OW D Th� 105 School Creek Tail Project Description:: Job No: R18-07-17.1 n l• Luxemburg, WI 54217 I, :. Engineer:: JRW Sheet No:. .14 ENGINEERING Phone: (920) 617-1042 52z16 & 40A 6 -. Treasure Fax: (920) 617-1100 Date: 7/25/18 Rev: www.nce-inc.com Coast Template: I Chk By: Date: L. PO we Hydraulic Door Detail Ref. sneet No: Ref. sneetNo: Calculations. 15 linder: Cylinder = "Large" 4Bs = 3in Borediameter ABs:= (DBs•0.5)2•�r = 7.07in2 Ss = 49.5 in'. Stroke FMAXs: i Ps•ABs =;24740.041bf Extension Force Ps = 3500psi Max Hydraulic Pressure . DRs = 2.25 in Rod Diameter ARs:= �DRs.0.5�2•7r = 3.98.in2 .. . Lret 82.13in length retracted FRS:= F I AXs = (Ps.ARs) = 10823.77Ebf Retraction Force Lem = 131.63 in length extended cYL ;' OK if FACT FMAXs OK. .FAILS otherwise Cylinder 2 2 A _ J .5•�r = 0.79 i n Dpc = 1 in pin diameter pin:— �pc FV.pin:- 100000psi pin shear strength fvpin:= FACT =Apin=,0896.31psi OYLpin I OK if fvpin < FVpm .- ..OK TAILS!' otherwise t _�o 2.44 3.36 a t a t 2.13 C a: t 1,13 r� � _ .r-...<�•.,.,_>.a�..,x„.•a-��•,..._...x....,u:.i `'�,a..,...,s ..«—.._ _.� 4—y,.e..,«...�.�_ �i,4YaJ f -JiC #a P097 WITH PEA P-AA�fh%YY�f .06 ORIFICE �A/4-16 AC PORT IC CAS a:Ci6.4REfIGE oti TUsf.... . . . JIC CAP . . ;ROES r, -1� 4ai' 1.015 y.a �N, t 2.Q0 s ao w::..-:r:.*...Rf.�F` { . w....+ 49.50 STROKE J. 92.12 RETRACTED J 131.62 EXTENDED i i D ThD Project Description:.. Job No: R18-07-171 LlL l.l: 105 School Creek Trail � Luxemburg, WI54217 Engineer:. JRW: Sheet No: 15 ENGINEERING Phone: (920) 617-1042 52X1:6 & 40X16 - Treasure Fax: (920) 617-110.0 Date: 7/25/18 Rev: Template: www.nce-inc.com G08St Chk By: Date: P werlift Hydraulic Door.: Detail Reactions from Sheet 11: Door Closed Door Opened RZPc I = 6604.62 y — lb RYHopen = 2569.23 lb RZHclosed = 1696.52 lb Check Welds to Steel: e'y:= 5.5 in . . e, 3....in z�= TorMax:= max RYHopen-Vy.+ RZHclosed•e'z, RZPcyl-,e.'z) = 19813.87 in. b dweld:= 6: :. in Distbetweenvdds :.. Lweld:= 3. in — 0.25 in tweld�— Aweld:= 0.7071•.tweldLweld= 0.53 in� . TorMax .. Vweld:= + 0.5• max 0:5• RYHopen + 0.5RZHclosed> RZPcyl) = 6664.62 Ib dweld Vweld fweld:= = 12453.92 psi Aweld WELDS !OK if fweld <• 21000 i"OK' FAIL" otherwise Use 1/4" x 3" fillet welds @ Hinge.Bracket- (78" O.C. Max) E70XX EXTERIOR FLASHING ----,,, BUILDING HEADER:.: RUBBER WEATHERSTRIPPING � �o � Lweld = 3 in ' idts� �I _ tweld= 0.25 'in DOOR FRAME a �------- HEADER EXTERIOR _ i SHEETING .,ECTION C-C DOOR FRAME HEADER D ThIJ 105 School Creek Trail Project Description: Job No: R18-07-171 111 l..li Luxemburg, WI 54217 Phone:.(920) 617-1042 �; 52x16 & 40x16 - Treas.ure Engineer:. JRW Sheet No: 16. . ENGINEERING Fax: (920) 617=1100 Coast Date: 7/25/18 Rev: Template: www.n.ce-inc.com. I Chk By:. Date: ... I Powerlift Hydraulic Door Detail Ref. sneer rvo: -Calculations. " 16 P I lift Hydraulic Door Detail Ref. sheet No: Calculations. 17 Reactions from Sheet 11: Door Closed RZPclosed = 1436 lb RZPcyI= 6605 Ib DOOR FRAME POST I I I Door Opened r R 79 Ib - ZPopen = I I I I r r t r I 1 ► r Check AncharBdts: Vball:=2330 lb Vb:= 1.6•max�RZPclosed> RZPopen) = 2297 lb DOOR POST A�1C1 �oR PLATE i I I t I WELD IN PLACE AFTER DOOR- . I ..... IS INSTALLED � I r Anchors::=. ''OK" if Vb < Vball = •"OK" I r . :"FAILS" otherwise : j r r USE 1/2"Dia.:Simpson -ten HD Min. Embed.= 3 = 3/8" . Min. Edge Dist. = 6" Check Post Welds:. . NEW CONCRETE fw2:= 0.25 in 1/.L" CLJt�1CRETE Lw2:= 2 in ANCHQR 2 Aw2:= 0..7071•.tw2Lw2= 0.35 in DOOR FRAME POST ANCHOR: PLATE RZPcyl ATTACHMENT DETAIL . fvw2:==.9340.44 psi 2Aw2 V1(ELD2>= "OK" '1f fv,2.< 21000• ._ "OK,, .. `'FAILS" otherwise JAMB COLUtui1�1 2" X 2' X 1 /4" ANGLE ! 24" O.C. INSIDE ED BY OTHE . €�FSUILDING :. STALL RS WELD.. tw2= 0.25 in Lw2= 2 in: .. :.:: .. ]� C l`i `'� ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone:.(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description: li 52X16 & 40X16 - Treasure coast Job No: R18-07-171 Engineer: JRw Sheet No: 17 Date: 7/25/18 Rev: Chk By: Date: . Project Data: Governing Code: ]—Double Posts FASCE'7-05 )✓ Double Legs TV. ASCE 7-10 F Hurricane Pins ►lye ,, �- Use Truss. � Use Truss Diagonals hb:= 20 ft building roof height —ASSUMED hd:= 16 ft door overall height CL wd := 40 ft door overall width Occupancy/Risk Category. II Spah:= 48 in: max horizontal tube spacing; Spav:= 68 in maxverticaltubespacing dt:= 26 in: miss depth. *NOTE.- Hin es.a located at venFcal rails Spat:= 37.375 in truss. upright spacing . 13 Wind Load Data: V-160 mph designwindspeed - E:= "C"= building exposure Kzt:= 1.0 ;topographic coefficient.. Kd := 0.85 directionalityfactq�� External Pressure Coefficients.: GCp1 :_ -0.95 CZ . GCp2 0.80 CZ . Member Section Data: GCp3 := -0.9 TO I Cyllnder� Large. ' GCp4:= 0.80 Typ'{' ., Frame Header. HSS5x5x0.188 I� Internal Pressure Coefficients: Frame Post: HSS5x3x0.25 GCpil 0.18 .. . ` Door Header. HSS5x2x0.125 .. -. GCO2 :_ -0.18 C Seismic Load Data: Door Le HSS5x3xo.25 IV SS:= 5.5% MappedSpectral Response Acceleration atShort Paiods Vertical Rails:. HSS5xW.125� S1:= 2.8% Mapped Spectral Response Accelerationati-ongPerods Ip := 1.0 Component Importance Factor, I Cross Members: HSS3x2z0.083 ap:= 1.0 ComponentAmplificaton Fa;to I . Bottom Tube: HSS5x2x0.125 i Rp := 2.5 Component Respose Modificaiton Factor Truss Tube: HSS3z:2x0.125 Fa := 1.6 Short Period Site Coefficient (Table 11A-1) Fv:= 2.4 Long -Period Site Coefficient(TablellA-2) i Truss Upright HSS3x2x0.os3 I - Soil Site Class: D Truss.D'ag:inals: 11_ .in Pipe M I I *Tube sizes listed"for engineering are minimums` D TILL' 105 School Creek Trail Project Description: Job No:. R18-07-1,7:1 l�l l Ali ENGINEERING Luxemburg, WI 54217 Phone::(920) 617-1042 52x1:6 & 40A 6 - Treasure Engineer:: JRW. Sheet No: Al Fax: (920) 617=1100 li Coast Date: 7/25/18 Rev: Template: www.npe-inc.com I Chk:By:: Date: Powerlift Hydraulic Door detail Ref. sneer No: CaICU�atl01'1S . A'I Member Section Properties: POWerllft Hydraulic Door FrameHeader = "HSS5x5x0.188" . F�arimePost = "HSS5x3x0.25" DoorHeader. _ "HSS5x2x0:125" tfh= 0.174 in :.: ffP= 0.23. in t dh = 0.12 in WTfh = 1:1.96 plf WTfp = 12.18 plf WTdh = 5.6 plf Afh = 3:28 in 2 Afp = 3.37 in 2 Adh = 1 ;54: 2 in - 1� = 12.6 in4. IXfP = 10.7 in4 Ixdh = 4.65' . in Zfh = 5.89 in 3 Zxfp = 5.38 in 3 Zxdh = 2.37 in3 VerticalRail = "HSS&M.125" CrossMember =:"HSS3x2x0.083" BottomTube _ "HSS5x2x0.125" tvr = 0.116 in tcm = 0.08 in tbt= 0.12 in WTvr = 5.6 Plf WTcm -.2.73 plf WTbt= 5:6.: Plf Avr - 1.54 in A cm = 0.8 2 in AM 1.54 2 in lxvr = 4.65 in4 lxcm = 1.02 in 4 lxbt= 4.65 in4 3 Zxvr:= 2.37 in. . Zxcm = 0.82 3 in Zxbt= 2:37 : 3 :in TrussTube = "HSSUM.125" TrussUpright = "HSSUM.083" ttt - 0.116 in ttu = 0.08.: : in WTtt = 319 plf WTtu = 2.73 Plf Alt = 1.07 in 2 Atu = 0.8 2 in 4 I�t{ _ 1.3 . in 1 - 1.02 xtu - in Zxtt = 1.06 :in 3 Zxtu = 0.82 in Wind Load Calculations: . Veto city pressure Coefficients. Velocity. pre ssures: Kzh = 0.90 psf qh := 0.00256 Kzh Kzt• Kd• V2 = 50.14 Kzz = 0.86 psf qz:= 0.00256 Kzz Kzt• Kd• V2 = 47.91 Calculated Pressures (ASD): Pczrfeg:= [�gh•(GCp1 - GCp11)] if .hb 5.60 =-33.99 psf �(�gh•GCP1 - gh•GCpi1) otherwise Pczpos:= [� qh• (GCp2 - GCpi2)] if hb :< 60 = 29,48 . psf � qz• GCP2 - qh• GCpi2) otherwise � G Ptypneg:= [�gh-(GCp3-GCpi1)] if hb<60 =-32.49 psf i �(�gh•GCp3- gh•GCPi1) otherwise P tYPPos �_ 91i• (. P P�) b - C� GC 4- GC i2] :if h " <:60 : = 29.48 P sf ��gzGCp4- gh•GCpi2) otherwise IiI W:= max-PtYPne9,PtYPPos=.32.49 psf i I. I D 7/�L� 105 School Creek Trail Project Description: Job No: R18-07-171 l�L l�Ii ENGINEERING Luxemburg, WI 54217 Phone::(920) 617-1042 52A 6 $ 40A 6 - I Treasure Engineer:. JRW Sheet No: A2 _ Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.rice-inc.com Chk.By:: Date: Detail Ref. Sheet No: Calculations a2 Seismic Load Calculations: SDS:=2=1Fa. Ss=6.% Design Spectral Response Accelerati-onAtShort Period(Egn11.4-3) SDI:= 2 = 3•FvS1 = 4.48•% Design.SpectralResponseAccelamtionAtLong Peri Id(Egn11.4-4) 0.4•ap•SDS•Wp fp:= 1 + 2•(h, — I 125.5 Ib (Egn13.3�1) Rp[hd) -Design. Response, Spectrum Ip I Powerlift Hydraulic Door Detail Ref. Sheet No: Calculations A3 (Eqn 13.341) °— Fpmin:= 0.3•SpS•Ip•WP = 67.2 lb::. o Fpmax:= 1.6• SDS• l p• Wp = 358.6 lb (Egn 13.3 3) 2 . U. Fp := Fpmin if fp <. Fpmin = 125.53 lb a� fp if fp < Fpmaz cc Sa(P: a _ Fpmax otherwise (Eqn 13.3-2 2 CL N _ FpASD = 0.7•Fp-= 87.9 lb PerASDLoad .Comb. Section 24 U) . rn FpvASD := 0.7. 0.2• SDS• W p = 31.4 lb Per LRFD Load Comb. Section 2A 0 Eh = 0.14 psf ASD Hirizontal Seismic Force 0 0.5 1 . 1.5 2 P . Ev = 0.05 . psf ASDVerical Seismic Design Foice Period (sec) Seismic Design Category (SDQ Load Combinations: rA SCE 710 Section 116 SDC "A" LC1:= D= 5.97. . psf downward(dooropen) LC2:=•W = 32.49 psfhorizontally (door closed) LC3:= D+ 0.7Ev= 6 . psfdownward(door open) DLh := LC2 = 32.49 psf DLL:=.max(LC1, LC3) = 6. psf j I D TILL' 105 School Creek Trail Project Description: Job No: R18-07-1.71 111 C�ii Luxemburg, WI 54217 Engineer: JRW . Sheet No: A3 . ENGINEERING Phone:.(920) 617-1042 52A.64 40A 6 - Treasure Fax: (920) 617A100 Date: 7/25/18 Rev: Template: www.dce-inc.com: Coast Chk By: Date: Eh = 0.14 psf ASD Hirizontal Seismic Force 0 0.5 1 . 1.5 2 P . Ev = 0.05 . psf ASDVerical Seismic Design Foice Period (sec) Seismic Design Category (SDQ Load Combinations: rA SCE 710 Section 116 SDC "A" LC1:= D= 5.97. . psf downward(dooropen) LC2:=•W = 32.49 psfhorizontally (door closed) LC3:= D+ 0.7Ev= 6 . psfdownward(door open) DLh := LC2 = 32.49 psf DLL:=.max(LC1, LC3) = 6. psf j I D TILL' 105 School Creek Trail Project Description: Job No: R18-07-1.71 111 C�ii Luxemburg, WI 54217 Engineer: JRW . Sheet No: A3 . ENGINEERING Phone:.(920) 617-1042 52A.64 40A 6 - Treasure Fax: (920) 617A100 Date: 7/25/18 Rev: Template: www.dce-inc.com: Coast Chk By: Date: Vertical Rail Check Verticai.Rail = "HSS5x2x0.125" Powe Lvr :_ ( hd• 12) - 2.5 = 189.5 in Lvr :_ ( hd• 12) - 2.5 = 189.5 in Spav"DLh wvr • 1'44 = 15.34 pli Muvr = wvr• Lvr2 = 8 = 68863.84 in - lb Check Flanges for compact section s. apvrf:= 1.12•= 28.12 fFy lkrvrf:— 1.4•=:35.15 FFy btvr = 14.2 Xvrf:= "compact" if:.btvr < apvrf = "compact" — "noncompact" if apvrf < btvr'� Xrvrf "slender" otherwise . Fy 0.38TEs beer:= min bvr,1.92•tvr•• 1 — I = 2 in FFy l btVr JJ Svreff:= Sxvr =.1.86 in Mpvr:= FyZxvr = 109020 in. lb Mnvrf:= Mpvr if Xvrf =. "compact" (3.57- Fypvr -4I IM "noncomF — (Mpvr — FySxvr)•btvr•� if avrf = S JJ (FySvreff) otherwise Mnvrw:= Mpvr if Xvrw = "compact" IM FY °i pvr — (Mpvr — FySxvr)• 0.305htvr: � — 0.73841 if xvrw = s �FySvreff) otherwise min(Mnvrf,Mnvrw) — Mnvr �_ — 65281.44 in. lb f2b. Muvr VERTICAL RAIL:= "OK" if 5 1.07 = "OK" — Mnvr - "FAILS" otherwise 4 5• wvr• Lvr AVertsWL = — 1.91 in 384• E I s xvr mpact" i i D TC Z7 l�.L ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone:,(920) 617-1042 Fax: (920) 617-1100 www.rice inc:com Project Description: 52z16:& 40A 6 - Treasure Coast Job No: R18-07-1:7.1 Engineer: JRW Sheet No: A4 Date: 7/25/18 Rev: Chk By:. Date: rlift Hydraulic Door Detail Ref. Sheet No: Calculations A4 . ieck Web"forcompact section Es �pvrW:= 2.42•= 60.76 Y >Irvrw:= 5.70• = 143.12 My htvr = 40:1 Xvrw:= "compact" if htvr Xpvrw = "compact" "noncompact" if X ''rw < < htvr Xrvrw "slender" otherwise = 109020 in -lb = 109020 in -lb Cross Member Check: CrossMember = "Hss3x2xo.083" . Lcm:= SPav= 68 in. Spah•DLh `"cm: 144 = 10.83 pli Mucm _ wcm Lcm? = 12 - 4172.84 in• Ib Check Flanges for compact section Check Web forcompact section 1 cmf = 1.12• Es = 28.12 Fy a cmw:= 2.42•FE= 60.76 P s arcmf:= 1.4•= 35.15, fFy Es >,rcmw:= 5.70 —=.143.12 Fy btcm = 24.1 htcm = 38.15 acmf:= "compact" 'rf btcm �pcmf _ "compact" acmN:= "compact" if htcm apcmw _ "compact" "noncompact" if a cmf < btcm < arcmf p "noncom act" if a < h < X P pcmw tcm — rcmw — '.'slender" otherwise "slender otherwise s (( 0.38Fybecm:= min cm, 1.92.tcm.•L1 — 2 lbfFy sp in l btcm Es)J 3 Scmeff:= Sxcm = 0.68 in I Mpcm: = FyZxcm = 37628 in -lb Mncmf:= Mpcm if Xcmf= "compact" = 37628 in -lb rr pcm — Mpcm —. Fy Sxcm, 3.57• btcm•[Fy— 4.�J if cmf = "noncompact". s (FyScmeff) otherwise Mncmw:= Mpcm if Xcmw= "compact" = 37628 in -lb Mpcm — Mpcm — Fy Sxcm 0.30S htgm•T_-Fy — 0.73841 if acmw = "noncompact" C S JJ II Fy Scmeff otherwise min(Mncmf, Mncmw� — Mncm := _ 22531.74 in. lb. b . Mucm II CROSS_MEMBER:= "OK" if < 1.07 = "OK" Mncm "FAILS" otherwise POwerllft Hydraulic Door ,.Detail Ref. sheet No: Calculations A5 jj �/� l`l CE ENGINEERING. Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1o42 Fax: (920) 617-1100 www•n.ce-inc.com Project Description: 52x16 & 40x16 - Treasure I COas.t Job No: R18-07-171 Engineer: JRW Sheet No: A5 Date: 7/25/18 Rev: Chk By: Date: . DOorHeaderChk: DoorHeader = "HSS5x2x0.125" Ldh = Spav = 68 in (0.5.Lvr + bdh).DLh wdh: 144 = 21.83 pli Mudh:= 0.1071•wdh•Ldh�= 10809.66 in -lb Check Flanges for compact section �pdhf:= 1.12•28.12 FFFy �rdhf = 1.4= 35.15 FFy btdh = 14.2 . :. >,dhf:= "compact" if btdh < Xpdhf = "compact" "nohcompact" if apdhf < btdh < Xrdhf "Slender" otherwise rr FFy( 0.38 . .Fy 11 . bedh:= minLbdh,1.92•tdh• C1 _ - 2 in btdh Es�� 3 Sdheff = Sxdh = 1.86 in Mpdh:= FyZxdh= 109020 in, lb Mndhf:= Mpdh if adhf = "compact" Fy 11pdh C3.57. IM "noncor - (Mpdh - Fy Sxdh• btdh. � - 4�� - if: adhf = s Fy Sdheff) otherwise Mndhw:= Mpdh if adhw= "compact" ` /Fy1�pdh IM II - l Mpdh - Fy Sxdh• 10.305 htdh•L - 0.7384 I if adhw l s /J (FySdheff) otherwise min(Mndhf,Mndhw) - Mndh:= - 65281.44 in -lb . . b Mudh DOOR HEADER:= "OK" if <- 1.07 = "OK" Mndh "FAILS" otherwise I'oWerlift Hydraulic Door 'Detail Ref. Sheet No: Calculations A6 Check Web forcompact section I\pdhw:= 2.42•FFy =60.76 ardhw:= 5.70•TLFy .= 143.12 htdh = 40.1 >,dhw:= "compact!' if htdh < apdhw = "compact" "noncompact" if apdhw < htdh < Xrdhw "slender" otherwise - = 109020 in -lb act" = 109020 in -lb ioricompact" II i 4 D T/ rL� l�l l�li ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (szo) 617-1042 Fax: (920) 617-1100 wwwrice-inc.com. Project Description: 52X16 & 40X16 - Treas.ure Coast Job No: R18-07-17:1 Engineer: JRW Sheet No: A6 Date: 7/25/18 Rev: Chk By: Date: Frame Header Chk: FrameHeader = "HSS5x5x0:188" WpDOOR Lfh:= SPav= 68 m wfhv.—. �wd•12� = 6.15 pli �0.5• L.vr + bdh)• DLh . wfh. 144 = 21.83 pli Mufh:= 0.1071•wfh•Lfh2= 10809.66 in lb Check Flanges for compact section Check Web forcompact section kpfhf:= 1.12• Es = 28.12 Fy Xpfhw:= 2.42• Es - 60.76 Fy �rfhf:= 1.4• Es = 35.45 Fy Es = 143.12 a w:= 5.70•TFy b(fh = 25.1 ... htfh = 25.7 �fhf= "compact" if: btfh _< apfhf _ "compact" afh i:= "compact" -if. htfh < apfhw --compact" "noncompact" if apfhf < btfh <_ Xrfhf "noncompact" : if apfhw.< htfh < Xrfhw, "slender" otherwise "slender" otherwise _r Es r 0.38TF—y 11 — befh:= miry bfh,1.92•tfh•[Fy•I 1 — I — 3 in bt L l th s�� 3 Sfheff:= Sfh = 5.03 in Mpfh:= FyZfh= 270940 in -lb Mnfhf:= Mpfh if Xfhf = "compact" = 270940 in -lb r "noncompact" fFYCMpfh — �Mpfh — Fy Sfh�• 13.57: btfh•— 4if afhf:= l s (FySfheff) otherwise Mhfhw:= Mpfh if Xfhw= "compact". = 270940 in•:Iti /Fypfh —1 Mpfh = Fy Sfh)• IM 305 htfh. �—.0.7384 �0- if Xf_hw = "noncompact" Es A (FySfheff) otherwise min(Mnfhf, Mnfhw� Mnfh:= = 162239.52 in -lb Qb Mufh FRAME HEADER---. "OK" if <_ 1.07 = "OK" Mnfh "FAILS" otherwise' 0.0065. wfh• Lfh4 AFHWL:= E I = 0.01 in s fh 0.0065• wfhv.( Lfh)4 OFHDL:= E� Ifl, = 0.0023 in Powerlift Hydraulic Door Detail Ref. Sheet No: Calculations A7 ]�� 105 School Creek Trail Project Description: Job No: R18-077171 s`l CE Luxemburg, WI 54217 . Engineer: JRW Sheet No: A7 ENGINEERING Phone::(920) 617-1042 52x16 & 40x16 - Treas.ure Fax: (920) 617-1100 Date: 7/25/18 Rev: www.nce-ine.com Coast Template: Chk By: Date: Door Leg Check: Doorl-eg = "HSS5x3 0.25" I Cyl:= Cylinderl-engthindexl0, 2 — 84 in dtop:= Cylinderl-engthimdex10, 3 — 29 to Ldl Lvr — CYI = 105.5 in adl Lvr — Ldl = 84 in 0.5•SpavDLh) 2 0.5•SpavDLv) 2 144 1 adl ( 144 1 adl M1dl:= 2=27062.09 in -lb M2dl:= 2 500.1:6 in -lb (0:5hd•12•DLv) Rtruss = 110.5.wdh-(wd-12)] 10.4owdh•�wd-12.0.33)] if PINS.="YES'.' = 1382.99 Ib Rtruss2 0•5 fwd'12= 960.69 Ib otherwise Mudl = �0.5• max M1 dl + adl• Rtruss, M2dl + adl• Rtruss2). if LEGS = "DOUBLE" = 71616.76. ini. lb Imax(Midl+adl•Rtruss,M2dl+adl•Rtruss2 otherwise Check Flanges for compact section Check' Web for compact section �polf:= 1.12• = 28.12 Xpolw:= 2.42.. .Es - 60.76 .. . . . . . Fly Fy �rdlf:= 1.4•TFy Es = 35.15 Xrdlw:= 5.Z0•TFy.Es =.143.12 btdl = 9.88 htdl = 18.5 >,dlf:= "compact" if btdl < apolf "compact" adlw:= "compact" if. htdl < Xpolw = "compact" "noncompact" if Xpolf < btdl 5 Xrdlf "noncompact': if Xpolw < htdl < ardlw, "slender" otherwise "slender" otherwise Powerlift Hydraulic Door. . .Detail Ref. Sheet No: Calculations As s r 0.38 r fFy bedl:= min 1 — Fy •_I. = 3 ... in lbdl,1.92•tdl••I b l rdl . s�� g Shceff:= Sxdl = 4.29 in Mpol:= FyZxdl = 247480 in -lb Mndlf = Mpol if Xdlf = "compact" = 247480 in. lb (3.57. IM Fypol:—(Mpd1—FySxdl)•btdl. --4�� [EEs if adlf="noncompact" (FyShceff) otherwise Mndlw = Mpol if Xdlw = "compact" I = 247480 in -lb C0:305 IM "noncompact" pol — (Mpol — Fy Sxdl)• htdl E — 0.738411, s if >,dlw = (FyShceff) otherwise - min(Mndlf, Mndlw) IMndl:= 148191.62 in -lb b Mudl DOOR_LEG:= "OK" if — S 1.07 = "OK" Mndl "FAILS" otherwise FRAME_POST:= DOOR LEG D T/ t L' 105 School Creek Trail Project Description: Job No: R18-07-171 LllC ENGINEERING Luxemburg, WI54217 Phone::(920) 617-1042 52x16 & 40X16 - Treas.ure Engineer:. JRW. Sheet No: A8 Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.dce-inc.com Chk:By: Date: Pgwerlift Hydraulic Door TrussTube.Check: 'TrussTube="HSS&W.125" Detail Ref. Sheet No: Ltt:= (wd• 12) - 2•-dt = 428 in Lbt:= (Wd• 12) - 2bdl = 474 in k:= 0.5 Lbtt:= Spav = 68 in k,L.btt.: = 42.29 rytt Es �2 F ett�= = 160048:65 . 2 k Lbttl C rytt . Fy1 .. .... Fett k•Lbtt Es Fcrtt:= 0.658 : • FyJ if 5 4.71 • = - = 40786.24 psi Fy rytt (.0.877• Fett otherwise 0.5• hd• 12• DLh wtt. 144 .. - =21.66 pli Mctt:= Wtt•Lbt = 8 :if "PINS" _ "NO" = 160581.58 in -lb " 2� 0.1•wtt•0.33:Lbt otherwise Mctt Putt:= = 6176.21 lb . dt Pntt:= Fcrtt•Att = 43641.28 lb Pntt TRUSS TUBE:= "OK" if. y Putt = "OK" - 9:c "FAIL" otherwise it I. .. R18-07-17:1 ]� �n]� C 105 School Creek Trail Project Description: Job No: 1`l ENGINEERING Luxemburg, WI 54217 Phone::(920) 617-1042 i 52z16 & 40A 6 -. Treasure Engineer:. JRVV. Sheet No: A9 Fax: (920) 617A100 i Coast Date: 7/25/18 Rev: Template: www.rice-inc.com Chk:By: Date: I Calctalations as Truss Upright Check: TrussUpright = "HSS3x2x0.083" Oowerlift Hydraulic Door Detail Ref. Sheet No: , Calculations A10 Ltu:= dt - dbt- dtt = 18 in Pxtu:= wtt spat = 809.48 lb Truss Diagonal Check: t6 l Ntu= 12 Angle:= atan- = 25.72-deg Npat:I Vctu := (wtt• Ltt2 - 8� if "PINS" _ "NO" = 3364.93 lb Tj Vctu 3734.83 Ibs (1:1•wtt•0.33•Ltt) otherwise D• = cos(Angle) Pytu:= 0.02•Putt= 123.52 lb Stt:= 1.67 Fy Atd M tu:= ?ytu = 6.86 in -lb Y TI:_ Pt = 18427.54 Ib Ltu . Mctu:= Mytu if TD = 1 = 6.86 in. lb DIAGONALS:= "OK" if Tn >_ TTD = "OK" Spat FAIL" otherwise Vctu• I(-)� otherwise2.2 JJ TRUSS DIAGONALS:= - DIAGONALS if.:TD = 1 = "OK" f2v:= 1.67 "N/A" otherwise 0.6• F Ato Vntu:= = 13254.61 Ib. . Sty v Check Flanges forcompact section Check Web forcompact section E.s Xptuf:= 1.12• = 28.12 FY xptuw:= 2.42• = 60.76 fLFy Xrtuf = 1.4• Es F = 35.15 � Es artuw:= 5.70• F = 143.12 tittu = 24.1 Y y ..: . httu = 36.15 Xtuf:= "compact" if, bttu < aptuf = "compact" i Xtuw:= "compact" if httu 5 aptuw = "compact"' "noncompact" if : Xptuf < bttu < Xrfuf I "noncompact" if Xptuw < httu 5 Xrtuw "slender" otherwise I "slender" otherwise min Es 0.38rLy1betu:= btu,1.92•ttLr 1 - -•I 2 in FY.bttuJ� 3 Stueff:= Sxtu= 0.68 in Mptu: = FyZxtu= 37628 in•Ib Mntuf:= Mptu if atuf = "compact" = 3i7628. in-Ib C3.57• "noncompact" - Mptu - Fy Sxtu)• FFyCMptu bttLr-4I if atuf = JJ (FY Stueff) otherwise 1 Mntuw:= Mptu if Xtuw= "compact " =37628 in•Ib Fy. 1 (0. Is "noncompact" Mptu = �Mptu - Fy Sxtu)• 305 httLr - 0.7384)1 IJ if atuw = ` (Fy Stueff) otherwise min(Mntuf. Mntuw) Mntu:= = 22531.74 in -lb nb Mctu Vctu TRUSS_UPRIGHT:= "OK" if < 1.07 n 5 1.0 = "OK" Mntu Vntu "FAILS" otherwise ' D 7! r7J 105 School Creek Trail Project Description:. Job No: R18-07-171 l�l l�li Luxemburg, WI 54217 Engineer:. JRW. Sheet No: A10 ENGINEERING Phone:.(920) 617-1042 52A.6 & 40A 6 - Treasure Fax: (920) 617-1100 Date: 7/25/18 Rev: www.r-ice-ine.com- Coast Template: I Chk Bv: Date: - Bottom Tube Check: Lbbt:= SPav= 68 in k• Lbbt I = 40.09 i rvbt Fy 1 2 Es _ Febt I k' Lbbt Es - F = 178045.75 F ebt = 2 crbt:= 0.658 FyJ if, i = 41285.22 psi < 4.71•TFy r .ybt Ck�Ybbt Il �0.877• Febt) otherwise 0.5• hd• 12• DLh 0.5 hd• 1 Z DLv wbt: 144 = 21.66 pli wbto:= . 144 = 4 pli Mcbt:= .wbtLbt2 = 8 if "PINS" _ "NO" = 160581.58 in -lb (0.1•Wbt0.33•Lbt2� otherwise Mcbt Pubt:= = 6176.21 Ib dt Pnbt:= FcrbtAbt= 63579.23 Ib 2 � .. M - ubt1.�-. (wbtLbt - 12� if "PINS" _ "NO" = 160581.58 in. Ib (0.1•wbt0.33•Lbt2) otherwise - Mubt = Mubt1 .if TRUSS = "NO" = 0. in -lb 0 otherwise Check Flanges. for compact section .. Check Web.forcornpactsection Xpbtf:= 1.12• Fy = 28.12 �rbtf:= 1.4• Fy = 35.15' .= 60.76 arbtw:= 5.70• apbtw:= 2.42•fFy = 143.12 Fy btbt = 14.2 htbt = 40.1 V Y abtf:= "compact" if btbt < Xpbtf = "compact" abtw:= "compact" 'if htbt Xpbtw = "compact" "noncompact" if Xpbtf < btbt < Xrbtf "noncompact" if Xpb(„v. < htbt < Xrbtw "slender" otherwise "slender" otherwise = miry _r bbt,1.92•tbt[LFs•I .0.38 Fbebt 1 - —•� - 2 in. y l btbt Es J� Mpbt:= FyZxbt= 109620 in. Ib Mnbtf:= Mpbt if abtf = "compact" i - 109020 in - lb [Fy 11 pbt - (Mpbt- FySxbt)•(3.57• btbt - 411 if abd= "noncompact IM s �.Fy Sxbt) otherwise Mnbtw:= Mpbt if Xbtw= "compact" = 109020 in -lb IM (0. "noncompact" pbt - (Mpbt - Fy Sxbt)• 305 htbt� = 0.7384 if Es JJ . �btw = �FySxbt) otherwise min(Mnbtf. Mnbtw) i - Mnbt�= - 65281.44 in -lb � b Mubt Pnbt BOTTOM_TUBE:= "OK" if 5 1.07 A — >t Pubt = "OK" Mnbt fld "FAILS" otherMise I POWG'I'llft fij/Cjl'aUIIC �001' Detail Ref. Sheet No: Calculations A11 D T! �� l�l l ENGINEERING Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617=1100 www.nce-inc.com Project Description: I 52A 6 & 40A 6 - Treasure Coast Job No: R18-07-1:71 Engineer:: JRW. Sheet No: All Date: 7125/18 Rev: Chk By: Date: Powerlift Hydraulic Door. Detail Ref. sneer No: ' Calculations Al2 Reacdons and Deflections: Rzho:=, o Reacdons and Deflections: Rzho:=, o Rzhc:= (1.25•wfh•.Lcm::if Nvr = 1 = 1696.52' lb 1.10• wfh• Lcm) if Nvr = 2 i / 11.143 wfh• Lcm) otherwise maximum horizontal:Wrid load on hinges W i wdl:= (12 Wd) = 7.96 pli voeightofdoor per inch 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 (1.143w L otherwise dl• cm Rypc:- WpDOOR• 0.125 + W pFRAME 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 on frame post (door closed) �0.4wth•Lcm)if Nvr = 2 �. (0.393wftrLcm) otherwise: I drop [&=atan - 19.05de Cyl J Ryho:= 0.5Wp = 1910.4 Pvdi:=0.25•Wp-955.2 lb Point load door leg tom truss (open) Rypo:-WpDOOR•0.25+WpFRAME•0.5=1172.24 lb lon maximum vertical load frame door posttom open Rzpo:=FCYL•cos(0)=4823.5 lb maximu �'horizontalload onframe postfromopen door 0.5• ( hd• 12)• DLh 1 [ 144 0.325(Lbt0.33)J if . H1. = 9 = 1101.03 J 0.5• hd• 12 • DLh 1 •Lbt0.51 otnervvise I lb maximum horizontal load on frame post from wind load 144 J Itp:= hd• 12= 192 in b =drop = 29 in afp:= Ifp- bfP- 163 in 2 Pvdl• afp Rztptop:- •(afp + 3bfp) = 896.41 lb horizontal reaction attop offrame postfrom open door 3 Ifp. Pvdl- bfp2 Rzfpbot:= � 3• afp + bfp) 58.79 3. lb' II horizontal re i coon at bottom of frame post from open door I fp dtruss:= dt = 26 in d':= dtruss - (2•ttt) = 25.77 in btruss:= btt = 2 in I i b':= btrussll- (2•ttt) = 1.77 in 3 3 btruss dtruss - b - d' = 408.51 truss = 12 in 0.5(hd• 12). DLv wDL:= 144 4 pli - 5•wbt Lbt4 5•wbto• Lbt4 - OtrussWL:= if .PINS = "NO" = 0.01 384. Es, Itruss in AtrussDL:= = 0.22 in 384• Es• Itruss bm69•wbt(0.33• Lbt)4 otherwise Es. Itruss . ]� %/ ►]� l`l l�L ENGINEERING Template: 105 School Creek Trail Luxemburg, WI54217 Phone: .(920) 617-1042 Fax: (920) 617-1100 www.dce-inc.com Project Description: 52x16 & 40x16 - Treasure Coast .lob No: R18-07-171 Engineer: JR1N Sheet No: Al2 . Date: 7/25/18 Rev: Chk By: Date: . i Door Re §u ts: `wp = 3820.8 lb Door and Frame Weight I Vertical spacing varies i W d Spav = 68 — in P'owerlift Hydraulic Door Detail Ref. Sheet No: Calculations A13 • FrameHeader = "HSS5x5x0.188" , CrossMember = "HSS3x2x0.083" I D oorHeader - "HSS5x2x0.125" <— Vert icalRail = "HSS5x2x0.125" DoorLeg_= "HSS5x3x0.25" FramePost:= "HSS5x3x0.25" -Door Deflection ,. BottlomTube = "HSS5x2x0.125" I, AVertsWL = 1.91 in 70 Optional hurricane pins Truss:(if requirod) Truss upright sparing varies I Spat = 37.38 .� in TrussTube = "HSS3x2x0.125" Truss Deflection 1A [,l ? ` i TrussUpright 1 "HSS3x2x0.083" OtrussWL = 0:01 in N� .: m ,� «r :_�r + . «•, r, :;- ma x ;«..M -s.. - , , .c 4 r = 022 in ussDL BottomTube = "HSS5x2x0.125" I Member Code Checks: RYQistopen _ 29plf REACTIONS "OK" RYDistclosed = 57p1f VERTICAL RAIL = FRAME_HEADER= "OK" i iZDistopen ' S'Plf FRAME_POST= "OK" - Z©istclosed' 260p1f DOOR _HEADER="OK DOOR -LEG ="OK �a-RZPcyl -4823 lb CROSS MEMBER = "OK" I BOTTOM_TUBE= "OK" - _ i RZPcyi= 4823 Ib . TRUSS_TUBE= "OK" TRUSS UPRIGHT = "OK" TRUSS_ DIAGONALS "OK" = Legend RZHP Reaction-Zdir.- I uiricane Pin RZp Reaction =.Zdir-Post RYp Reaction -Ydir-Post RZPclosed=1101.03 lb .� R Reaction-Ydir-Hine YH 9 YPopem11r2 lb RZH Reacion-Zdir-Hinge Dist Distributed. Reaction Header RYPclosed 803 lb D T!'i7 105 School Creek Trail Project Description: Job No: R18-07=171 1111.1: Luxemburg, WI54217 Engineer: JRW Sheet No: A13 ENGINEERING Phone::(920) 617-1042 52x16 & 40X16 - Treasure Fax: (920) 617-1100 Date: 7/25/18 Rev: www.dce-inc.com Coast Template: Chk By: Date: . i Reactions - RISA 3D model Rxc:= max(RZpcyl, RZHclosed)• 1lbf = 48231bf Ryc:= RYHclosed• 1 lbf = 618.68lbf - Rxo:= RZHopen• 1 Ibf = 0 Ryo:= RYHopen•1lbf= 1910.4lbf i - d� Check Hinge Blade: I d1=3.38in .. +: ------.--------- d2 = 1.75 in Rx F .. i HINGE BLADE dhb = 2.5in thb = 1 in C'U+ HINGE.ANIGLES Fyhb:= 36000psi Ry + Mhb:= max(Ryc, Ryo):d1 = 6447.6in•lbf - - - - _ - _ - _ -.-. . r Sxhb:= thb.dhb2 = 6 = 1.04in3 DOOR HEADER FRAME:HEADER fbhb:= Mhb - Skhb = 6189.7psi I l .. Fbhb:= 0.66•Fyhb= 23760psi I. Vhb:= RX 2 + Ry = 1910.41bf Ahb:= thb•dhb= 2.5in2 Check HingeAnaleWelds: fvhb = Vhb _ Ahb = 764.16 psi bw:= 2.5in dw:= 4.375in T hb:= 0.4 Fyhb = 14400psi tw:= 0.25in l ew:= dw- d1 = 1 in Check Hinpe Pin: Aw:= 0.7071I1 fw (2• bw + dw) = 1.66 in 2 DID = 1 in Syw.- 0:707i16twbw (bw+ 6•dw).= 112in3 2 2 Ap:= �•�0.5•Dp� = 0.79in 0.707I •t d w w 3 -_ Fvo := 36000psi Sxw:= �:3• bw + dw) = 3.06:in . I3 Vp := max( Rxo + Ryo2, Rxo2 + Ryc2� = 4863:01 Ibf 0.5• R o 2 r 0.5 Rxo 0.5• Rxo ew 2 fvp:_ 0.5Vp-=Ap= 3095.89psi fwo.- C AW' J +L� Aw �+ Syw 576.37psi /J Fvp := 0.4• Fyp = 14400 psi; - r0 SRiycl2 rr0.5Rxc) r0.5Rxcew)]2 CheckHinpeAngle fwc:= I + l Aw J LI + I I = 2600.86psi l Aw �� Lha = 4.38 in Fw:= 21000ps l tha = 0.38 in d3 = 0.25 in (- gap between angle and blade) Fyha:= 36000psi Mxha:= 0.5• Vp• d2 = 4255.14in•lbf Sxha = tha•Lha2 + 6 = 1.2in3 BLADE:= "OK" if fbhb Fbhb n fvhb-� Fvhb ="OK" fbxha = Mxha - Sxha = 3556.95psi "FAILS" otherwise i Fxha:= 0.66•Fyha 23760psi PIN-:= OK" if fvp 5 Fvp. _ Myha:= 0.5Vp•(d3) = 607.88in•lbf 1"'FAILS" otherwise !b�K Syha:= Lha•tha2 _ 6 = 0.1 in [WEL,D:-- "OK" if fwo5 FW n fwcyFw = "OK" fbyha = Myha =Syha = 5928.24psi '-'FAILS" otherwise ' Fbyha:= 0.75• Fyha = 27000 psi ANGLE:= "OK" if fbxha ! Fxha A fbyha Fbyha :_ "OK" Powerlift Hydraulic Door. Detail Ref. Sheet No: '� Calculations A14 D T!'� 1111E 105 School Creek Trail .Luxemburg, Wl54217 Project Description: Job No: R18-07-171 Engineer: JRW Sheet No: A14 ENGJ1VFERING Phone:.(920) 617-1042 52X1;6 & 40X16 = Treasure Fax: (920) 617-1100 Coast Date: 7/25/18 Rev: Template: www.nce-ine.com Chk By: Date: 1 Powerlift Hydraulic Door.. Detail Ref. sneer No: Calculations A15 Cylinder: I Cylinder = "Large" -- DBs = 3in Borediameter ABs:= (DBs•0.5)2•ar = 7.07in2 Ss = 49.5 in Stroke FMAXs= Ps-Abs = 24740.041bf Extension Force Ps = 3500psi Max Hydraulic Pressure DRs = 2.25 in Rod Diameter ARs:= ��DRs 0.5) . it = 3.98.in2 Lret = 82.13in length retracted. FRs = FiIMAXs - (?s`ARs) = 10823.771bf Retraction Force Lext= 131.63in length extended CYL :'OK" if FACTS FMAXs = "OK" otherwise Cylinder Pin: - Dpc = 1 in pin diameter Apin:= (Dpc• 0.52• Tr = 0.79 in2 - - FVpin:= 100000psi pinshearstrength fvpin:= FBI CT_ Apia- 6497.17psi CYLpin' OKI if fvp10 <: FVPlq:: "OK FAILS" otherwise i i I 2.37. IL "T2.13 v ' 1 13 10 -JIC #8 PO.R7 WITH -- PPAP-MP.4i'YY' Od bRIFlGE-3/4.16 JIC PORT :.. --JIC CAP 66.0RIFICE ON TUBS ' n) .. -JIC CAP :... 3;1J® ROD �_... 1 ky 2.00 n[ D T/"E 105 School Creek Trail Project Description:. Job No: R18-07-171 ll: .Luxemburg, WI 54217 Engineer:. JRW Sheet No: A15 . EN JXyEEpjNG Phone: (920) 617-1042 52X16:8t 40x16 -Treasure Fax: (920) 617=1100 Date: 7/25/18 Rev: Template: www.nce-inc.com Coast P Chk By: Date: P�OWeI'Ilft I'iydl'aUIIC Door Reactions from Sheet 11: Door Closed Door Opened i RZpcyl = 4823.5 - lb RYHopen = :1910.4 lb RZHclosed = 1696.52 lb Check Welds to Steel: e'y:= 5.5 in e,Z.— 3 in TorMax = max( RYHopen-e�y+ RZHclosed. e'z, RZpcyl•.e'Z) = 15596.78 in. lb dweld:= 6: in Dist betmen %elds Lweld:= 3 in j tweld:= 0.25 in .. Aweld:= 0.7071•tweldLweld= 0.53 in2 �I uweld:= TorMax + 0.5• max(0.5• RYHopen + 0.5RZHclosed, RZpcyl = 5011.21 Ilb dweld Vweldl i �I :::. fweld:= gweld — 9449.32 psi rELDS':�� "OK" if fweld �• 21000 = "OK" "FAIL" otherwise ; Use 1/4"x 3" fillet welds @ Hinge Bracket (78" O.C. . Max) E70XX EXTERIOR FLASHING: BUILDING HEADER RUBBER I WEATHERSTRIPPING. ' MIN Q Lweld = 3 in . t_ I'•—_— tweld=0.25 ..in .. 1 i 1 I t � 1 DOOR FRAME' q ' HEADER EXTERIOR/ _ ;�------- Oil SHEETING. SECTION C-C DOOP ORAME HEADER D T/ rL' 105 School Creek Tmi.I project Description: Job No: R18-07-171 l►l l..li ENGINEERING Luxemburg, WI 54217 phone: (920) 617-1042 52x1:6 $ 40A 6 - Treasure Engineer:. JRW Sheet No: A16 Fax: (920) 617-1100 Coast �I Date: 7/25/18 Rev: Template: www.dce-inc.com Chk:By: Date: Detail Ref. Sheet No: Calculations i416