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HomeMy WebLinkAboutPOWER LIFT DESIG CALCULATIONSCam: Powerlift - 501x 15 Piper Aircraft NGINEERING �/,,aa �,p��gg2 Hydraulic Door Calculations 105 School reek Trail I Luxemburg, WI 54217 (P) 920.61. 14042 1 (F) 920.617.1100BY, Project L cation: . nt. For Pie ce, Florida REI Proi ,'I t #: R18-06-311 Design Criteria:.: 1, JF�Icl ign Loads per Florida Building Code 6th Edition'(2017) (ASCE 7-10) RECEIV ED 2: lection:to be L/180 max. forvertical door members. Deflection to be 2L/120 for cantilever members. JUL :1 6 2018 3, el anchor plates, clip:angles; reinforcement channels and bars to be minimum ASTM.A-36 steel, PermlttingDepartment St. Lucle u 04, el tubes to be minimum ASTM A-500, Grade B, Fy = 46 ksi. nless steel screws and bolts shall'be stainless steel alloy groups1,2 or 3 (300seriesonly), condition CW Fy = 65 ksi, Fu = 110ksi imum, with diameters and locations as shown: in calculations. 6, and shop: welding shall be E70 or better,.steel filler alloy to have a minimum tensile strength of 70 ksi or better. 7. 1crete ign of material separation.to prevent reaction betwee:n.dissimilar materials not designed by Rice Engineering Inc. $; shall be minimum f'c= 2,500'psi normal weight (assumed uncracked). Page: Description: Date: Revision: 1 Project. Data 6-26-18: 2 Section Props:/_Wind Loads 6=26=18: 3 .Seismic / Load Combinations 6-26-18 4 Vertical Rail Check.. 6-26-18 Cross Member Check 6-26-18 :6 Door Header Check &2648: 7 Frame Header Check .: 6-26-18 8 Door Leg Check 6-26-18. ..9 Truss Tube Check 6-2648 10 Truss -Upright -Check 6-2648 .Bottom Tube Check 6-26-18 12 Reactions and Deflections 6-26-18 13 Door Results . :. 6-2648 14 Cylinder Analysis' 6-26-18' 1s Hinge. Analysis p. 6-26-18 uisc aimer; This C��l��lrtification is limited to the structural design of struc>jUral components of this.Hydraulic Door system. 'it does NOT include responsibility for: - • Structural.design of hardware,: hinges, and latches. • esign of material separation to prevent reaction between Issimilar materials.:. esign_of air and water infiltration prevention. •T�he manufacture, assembly, or installation of the system. • Cluantities of materials or dimensional accuracy of drawings- • 1 nchorage to the substrate or design of the. building support structure. Cov Pagel of 1 . ::... Prepared for: Powerlift' Hydraulic Doors - Lake Benton; MN 6/26/2018 Page: :Description: Date: Revision: 15 Hinge Analysis (Cont.) 6-26-18 :16 Frame Header Connections 6.2648 17 Fr:arrie Pos Connections 6-26-18 R1-R 6- EW :: APPROVED APPROVED AS NOTED I3 REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY, THE CONTRACTOR IS RESPONSIBLE FORCONFIR FORTOLIERANCECLING ANDOEARANCE,, QUANTITI S,-FABRICATION PROCESSES AND TECHNIQUES. OF CONSTRUCTION, CO7.ctectoni WORK WITH THER TRADES AND FUCONTRA T D CUMENNTTS By:Date: c Inc. Fort Pierce, FL 34950 Engineers Design Approval Stamp: 6/26/2018 \011111III//���Z \! K. fie zz N0. 50092 -o STAT L JUN 2 6. 2018 FILE COPY _ Pro "ec Data: Governing. Code: " ASCE 05 Double Post's �;� �'oub'.1e Legs �j�Hurricane Pins.. Wtl� Use Truss ��Use Truss Diagonals. p hb:-; 2 ft building roof height. <.ASSUMED �hd �'-tt-75ft: . " .: ' door overal I height w 5 0: ft door overallwidth �: - Occ IlpancylRisk Category. 11 Spate in max horizontal tube spacing Sp6�i=.8� in j maxverficaltube spacing . dt 4 2 in . truss depth N .. OTE.- Hinges are located at vertical rails: Spilt;= 38.143i in truss upright spacing I Win Load Data: mph. designwindspeed r 155 "C"• : : E> , building exposure K := 1.0 topographic coefficient K := 0.85 directionality factor External Pressdie Coefficients.: <J Cp1;= -0.95 CZ: . Member Section Data: flpi-=0.80 CZ C3ICp3:= -0.9 TYp Cylinder Large - i i � Cp4:= 0.80 Typ I Frame Header. ' HSS5x5x0.188 ' `, Inte - I al Pressure Coefficients: Frame Post: �' HSS5z3x0,375 _ - •_ - Cpi1:= 0.18 .. I it . Door Header HSS5x2x0.125 Cpi2:=•-0.18 .. ---..._._..__...- - Seis - is Load Data: DOOr Leg: HSS5x3x0.375 { Mapped Spectral Response Acceleration at ShortPaiods - Vertical Rails: I .: ,,� HSS5x2x0.125: MappedSpectraCResponseAecelerationatLmgPerbdsCross r=&.2 _ Members:0,083 : - Component Importance Factor ComponentAmplification Factor Bottom Tube: HSS5x2x0.125 �.' Rp:= 2.5 ComponentResposeModificaitonFactor Truss Tube: HSS3x2x0.125 Fa:=1.6 Sh_ortPeriodSit- Coe�ficient(Table 11A-1) Truss Upright HSS3x2x0.188 ' Fr:-- 2.4. Long -Period Site Coefficient (Table 11.4-2) - - --- ~ - -- --- Soil Site Class:. D 'Truss Diagonals: -U .RICE ENGINEERING T mplate: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042. Fax: (920) 617-1100 . www.rice-inc,com Project Description:. Powerlift 50 x 15 Door Brenner Hanger Job.No; R9 8-06-31,1 Engineer: MPM Sheet No: 01 Date: 6/26/1 & Rev: Chk By: Date: POWG'Pllft FiyCltaUIIC �0or Detail Ref. Sheet No: Calculations :.: 01 Memb rSection Properties: Powerdraulic Dor lift H �/ o Detail Ref... Sheet No: lLeader ns. � 02 FrJIICalculatio = "HSS5x5x0.188" FramePost:= "HSS5x3x0.375" DoorHeader. _ "HSS5x2x0.125" tfh = 0.174 in tfp = 0.349 'in tdh = 0.116 in WTfh - 11.96 pif WTfp = 17.2 pif WTdh = 5.6. plf _ Af h = 3.28 in2.. Afp = 4.78 in2 Adh - 1.54 In2 Ifh = 12.6 .. inq Ixfp = 14.1 in4 lxdh = 4.65 inq :.. Zfh = 5.89 in3 Zxfp = 7.34 in3 Zxdh = 2.37 . .in3 Vert icalRail = "HSS5x2x0.125" CrossMember = "HSS3x2x0:083" BottomTube = "HSS5x2x0.125" t vr=.0.116 in - 0,083 tcm - in t' - 0.116 . - bt`. in - WTvt = 5.6 Plf .: WTcm = 2.728 pif WTbt=,5.6 .::plf Avr = 1.54. in2 Acm = 0.802 '..in2 Abt= 1.54 in2. lxvr = 4.65 :inq Ixcm =1.021 in4 Ixbt= 4.65 in Zxvr =.2.37 in3 Zxcm = 0.818 .in3 Zxbt= 2.37 Ina TrussTube = "HSSUx 4.125" TrussUpright=. "HSS3x2x0.188" ttt-.0.116 An ftu = 0.174 . in WTtt = 3.9 pif WTtu = 5.59 PIf A tt=.1.07 :in :Atu= 1.54 in lift'= 1.3 in lxtu = 1:77 in Zxtt = 1.06... in3 Zxtu = 1.48 in3' . Wind Load Calculations. Ve I'I ity pressure Coeftients: Vebgi y pressures: Kzh = 0.94 psf q h := 0.00256 KztT Kit Kd- V2 = 49.142 . Kzz = 085 psf qz:= 0.00256r Ku Kzf• Kd• V2 = 44.437 i Cal, elated Pressuries (ASP): Pczneg:= qh• (GCp1 - G6pi1)] if hb < 60 _-33.318 psf L(4 q'h,GCP1 - gh•GCpi1)- otherwise Pczpos:= �`I' qh• (GCp2 -. GCpi2)] if hb 5 60 = 28.895 psf I (4,qz• GCp2 - qh• GCpi2) otherwise Ptypnegi=. [� 9h (GCp3- GCpi1)� .if hb 5 60 _-31.844 -psf p I ��P'gh•GCP3- qh-GC.pil) otherwise PtyPPos `•= C I 9h (GCp4 - GCpi2)� if hb z 60 = 28.895 psf (I' qz• GCp4 - qh• GCpi2) otherwise ma-PtyPneg, PtyPPos = 31.044 psf rD 105 School Creek Trail Pro'J ect Description: Job No: R18-06-31.1 Enghee.: MPM Sheet No: 02 l li ENGINEERING T 'mplate: Luxemburg, WI 54217 Phone: (920) 617-1042 Pax: (920) 617-1100 wwW.rice-inc.com Powerlift 56 x 15 Door Brenner Hanger Date: 6/26/18 .Rev: Chk By: Date: Seism c Load Calculations: SpS = 2 + 3• Fa- Ss = 7• % Design Spectral Response AecelerationAt Short Period (Eqn 11.4-3). SD1=2=3.FvS1=4:48•% Design SpectralResoonseAocelerationAtLongPeriod(Egn11.4-4) ' 0.4•ao•SDS•Wp::rr: r hb1 fp: Rp L1 +L2•I htl��_— 182.1 -lb (Egn1331) Design.ResponseSpectrum `. . .... p (Ec n 13.3-1) -- Fp 'in:=0.3•SDS•lo•Wp=.78.8 lb o 6. Fp ax:='1.6•SDS•lp•Wp=420.3, lb (Egn.13.3-3) FP Fpmin if: fp,<. Fpmin = 182.129 _ lb . . ar y fp if fp < Fpmax . o Sa(P) :.— IFpmax otherwise .. (Eqn 13.3-2) ,_- ar CL FpgSD:=0.7•Fp=127.5 lb Per ASD Load Comb. Sectlon24 M. II II rn: . Rowerlift Hytlraulic Door �eiail Ref. .sneer Ivor Calculations : �... 03 Fp, ASD 0.7.0.2• S DS• W p = 36.8 lb Per LRFD Load Comb. Section 2.4 . O E = 0.17 . psf ASD Hirizontal Seismic Force 0 1.5 : I, P, E = 0.049 psf ASD Vert cal Seismc Design Force . Period •sec) Seismic Design. Category{SD.C). . Load Combinations:: rA+SCE W O Section 14.6 . SDC = „A„ . . LC1:= D = 5.296 psfdownward (door open) LC2.— W = 31.844 psf horizontally (door closed) : LC3:= D + 0.7Ev - 5.33 psfdownward (door open) DLh,:= LC2 = 31.844 psf DLv=:max(LC1, LC3) = 5.33 psf i bi ITlr� Job.No: R18=06-31,1 105 School Creek Trail Project Description:- _ 1. ENGINEERING Luxemburg, Wl54217 Phone: (920) 617-1042 : Powerlift 56 x 15 Door Engineer: MPM . Sheet No: 03 II Fax: (920) 617-1100 www.nce-Inc.com Brenner Hanger . Date: 6/2671$ Rev: Tgmplate: . Chk By: Date: Ve►tiC I Rail Check "HSS5x2xo.125" VerticalRail :F L=(hd•.12)-2.5=177.6 in yr ..SPav9Lh yr w 144 . .=:17.746 pli Mu= 8 = 69889.901 in -lb r:=•`Nvr•Lvr Chec Flanges for compact section Check Web forcompacfsection NO rfc=:1.12• Fs = 28.121 y s = 60.762 apvp i:= 2.42•fFy . Es Es ... a = 1 4 35.i6... Fy = 5 70- 118 TFy bt = 14.2 j htvr = 40. 1 lr a :_ "com act" if : bt 5 a _. P yr pvrf —:.compact" av�:= "compact" if: htvr S apvrw _; "compact" "noncompact" if apvrf<. btvr >Irvrf "noncompact" if Xpvrw 4 htvr < arvrw "slender" otherwise "slender" . otherwise rr. Es 0.38 Fy 1, . b := minLbvr,1.92•tvr• - 2 in (�. Fy ...... btv� Es�J .... vl 3 - - 1.86 ... in S 'eff�- Sxvr.- . 109020 :. in•lb Mvr.=FyZxvr. = rf:= Mpvr if avrf. = "compact" = 109020 in�lb ' - . Fy 11 I C � .. "noncompact" Mpvr - Mpvr FySxvr� 3.57-btvr• - A if. avrf.= Es JJ �FySvreff) , otherwise M' vrw:= Mpvr if avrW = "compact" = 109020 in. lb : 11M "noncom M F yr — yr — Sxvr • P P. y } 0.305 ht 0.7384 FF�y vr'vrw if. a — act" —. P (FySvreff) otherwise . min M nvrf, Mnvrw - jrvr:= = 65281.437 in . fib. Muvr ERTICAC_RAIL:_ "OK" if 51.071 — ,WOK Mnvr "FAILS" otherwise 5w L 4 yr. yr . VertsWL = .384• E I = 1.701 in _ s xvr. POW@I'�Ift I'iydl'aU�IC �OOi Detail Ref.. Sheet No: . Calculations 04 klICE ENGINEERING T,mplate: 105 SchoolCreekTrail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax:.(920) 617-1100 Wv4w.dce-inc.com Project Description: " Powerlift 50 x 15 Door: 'Brenner Hanger Job.No: R18-06-311 Engineer:' MPM Sheet No: 04 Date: 6/26/18' . Rev: Chk By:. Date: CCOs 'Member Check: "HSS3x2x0.083" . CrossMember = Lc := Spav = 80.25 in Spah DLh we I :_ = 10.615 pli 144 . — 2, . Mu — wcm• Lcm = 12 =. 5696.561 in. lb 'I Web Chec langes for. compact section : Check forcompact section I� . ES a mf.= 1.12•� = 28.121. : : y s a 2.42• = 60.762 pcmw:: fFy �r Es f:= 1.4• = 35.152 f �II FY Es arcmw = 5.70• = 143.118 TFy b,I _ 24:096 �f : htem = 36.145 "compact" if bfcm 5 Xpcmf _ "compact" �mr,�:= "compact" if: hfom � Xpcmw _:"compact" "noncompact" if' apcmf < btcm S Xrcmf "noncompact" if X cmw < htcm Xrcmw "slender" otherwise "slender" otherwise . i rr r b :_: minlbcm,1.92•tcm• 1 - bkmTEys�� = 2 in e Fy. I 111 cI S — 0 681 in eff�= Sxcm' .• .. : . MPIm FyZxcm 37628 in•Ib = = M mf:= Mpcm if acmf — „ p — "compact" . = 37628 in -lb [Mpcm (3.57.I: "noncompact". - (MPcm.` Fy.Sxcm)• FLY - btcm• 4 if �cmf = FyScrr-otherwise M cmw:= Mpcm if acmw= "compact' = 37628 in. Ib Fy r �6.305. "noncompact" Mpc.m — Mpcm — Fy Sxcm� htcm — 0.7384�J Es if acmw = �FyScmeff) otherwise min(Mncmf, Mncmw) — n cm:= — 22531.737 nb: : :in•Ib - . CI MU:, -- GROSS MEMBER.— — "OK" if <_ 1.07 = "OK" Mncm :. "FAILS" otherwise Powerlift Hydraulic Door "Detail Ref.. sneer Ivor .. Calculations � . 05 4 k1diff ENGINEERING T plate: 105 School .Creek Trail Luxemburg, Wl54217 Phone: (920) 617-1042: Fax: (920) 617-1100 wwW.:dce-inc.com Project Description: POW@riift 50 X •15 Dodr Brenner Hanger Job -No: R18-06-311 Engiriee'r: MPM Sheet No: 05 Date: 6/26/18 . Rev: Chk By: Date: - Door Bader Chk "HSS5x2x0.125" DoorHeader = L 6: Spav = 80.25 in dh /0.5 Lvr + bdhl DCh 1 / w : _ = 20.068 pli d 144 . . I � Mu�Ih:= 0..1071•wdh•Ldh2:= 13041,681 in•Ib. Check Web forcom Check Flanges forco act section 9 compact P act section X hf:= 1.12• Es = 28.121 :: :.. Fy >,pdhw:= 2.42• Es = 60.762 Fy -- ar s hfi= 1.4= 35:152 fy Es.: .. ardhw:= 5.70•Ls = 143.118 Fy - = 14.2 htdh = 40.1 f �= compact" ='if :b < a = "com P tdh - pdhf -:: . act" P >,dhw.= "compact" if h < a P tdh - pdhw _ "compact" P "noncompact" if; apdhf <. btdh S ardhf "noncompact" if apdhw < htdh 5 ardhw I "slender" otherwise "slender" otherwise y b rr Es rr 0:38fEs h:= min[bdh,1.92•tdh• •I 1=.:btdhyJ - 2 in y `. I. Sd - 1:86 : .in3 ... .. eff:= Sxdh - M I = F - 109020 :.in r . - -lb ii h :-.. y xdh .. M hf:= Mpdh if adhf=."compact" = 109020 in -lb pdh -Mpdh - FY Sxdh)'(3.57• [M: btdh•fFy 4f . if: �hf = "noncompact" (FySdheff) otherwise M dhW= Mpdh if Xdhw="compact" =109020 in.•Ib .. pdh:- Mpdh-FySxdh� 0:305htdh•Ify Es -0.7384' if adhw="noncompact" �J I (FySdheff) otherwise II min(Mndhf, �dh :_ - 65281.437 in•lb . . Mudh.. OOR HEADER:= - . "OK" if Mndh "FAILS". otherwise ID T!'rl.� 105 School Creek :Trail Project Description: Job No: R18-06-31.) POWerllft Hyd�aUllC DOOM Detail Ref.. Sheet No: Calculations :. 06 111��111 l.li 1 ENGINEERING Luxemburg, WI 54217 Phone: 920 ( ) Powerlift 50 x 15 Door- Engineer MPM Sheet No: .06 . I� 17-11042 Fax:.(920) 617-1100 www.dce-inc.com Brenner Hanger - . Date: 6/26/18 .Rev: ' Chk By: - Date: gmplate: . Fram ' Header Chk:. FrameHeader = .."HSS5x5x0.188" IIIWpDOOR L = :Spav = 80.25 m w v'= : �wd• 12� = 4.763 .. pli: �0.5•L�r+tidh�•DLh .. wfh . P 144 = 20.068 li Mu i :=.6.1071•wfh•Lfh2=:I3841.681. in. It Chec lFlanges for compact section Check Web forcornpacf:secfion s s a f:= 1'.12• = 28.121 fFy apfhw:= 2 42•= 60.162P fFy Es s a . f:= 1.4• = 35.152 ..... Fy a N:= 5.70•= 143.118 fFy:.:. bt = 25.7 :. htfh = 25.7 ), I "compact" 'if bt < a "compact" "com if ht < a = "compact" = f:-. _ P fh - pfhf P fhw:= act" p fh - pfhw P "noncompact" if : apfhf <; btfh < >,rfhf •"noncompact" if apfhv .Z htfh < Xrfhw "slender" otherwise "slender" otherwise r r be ;= miry bfh,1.92•tfh• .I 1 b:. �j = 3 in FY Es L l - . 3 S eff:=Sfh=.5.03 :..�n M I� `= F_ y Zfh = 270940 in. lb M Mpfh if Xfhf'=."compact" = 270940 ::in -lb rf:= Cr / r „noncompact" Mpfh - (Mpfh - Fy Sfh�• I:3:57• btfh• - 4if afhf Arzy. = (Fy.Sfheff);otherwise M' fhw:= Mpfh if Xfhw = "compact" '-270940 in. Ili Fy.-0.73841 Imp fh - �Mpfh-FySfh)• 0.305•htfh• Es: i� if Xfhw-."noncompact" (FySfheff) otherwise :. . J min(Mnfhf, Mnfhw� IV'hfh - _ - 162239.521 nb inIb Mufh RAME_HEADER,:= : "OK" if 5 T.07 ,_ "OK". Mnfh "FAILS" otherwise 0.0065• wfh. Lfh4 FHWL:= = 0.015 in Es.lfh .. 0.0065• wfhv ( Lfh)4 .. . FHDL:= = 0.0035 in Es. (fh POWePilft i'iydraUilC DOOM Detail Ref. Sheet No: Calculations o7 CE 105 School Creek Trail Project Description: Job No; R18-06-311 Engineer MPM Sheet No: 07 ENGINEERING Luxemburg, WI 54217 Phone: (szo) s17-1o4z.: Powerlift 50 x 15 Door- Fax:.(920) 617-1100 Giwnr.rice inc.com Brenner Hanger Date: 6/26/18 Rev: Chk By: Date: TIImplate: Door ed Check: DoorLeg= "HSS5x3x0.375" . Cyl• I CylinderLength... — 84 in to indexl0, 2 d := CylinderLength. — 29 in indexl0; 3 Ldl LVr — Cyl = 93.5 in a6= L L 84 .:.. in .. yr — dl — 1 . 0.5 SpavDLh l 2. 0.5.Spa, DLvl 2 .. M adl. .. adl 144- 1 144 dl:= 2 - 31304.464 inIb M2dl:= 2 = 5240.142 in -lb r0.5•hd•12�DLvl .. ' j I\ Rt ss I[0.4•wdh•(wd•12.0.33)]: if PINS = "YES" 1589.405 lb Rtruss2;:= 0•� 144 1wd•12- 999.455 lb. li� �0.5•wdh•�wd 12otherwise . M Ildl:= (0:5 max�M1dl+ adI Rtruss, M2dl+ adl'Rfruss2)) if LEGS = "DOUBLE" = 82407.226 „in•:Ib I .. max(Mldl+adl•Rtruss,M2dl+adl-Rtruss2 otherwise.: Chec Flanges forcoinpact section Check Web forcompactsection fFy S dlf:= 1:12• = 28.121 - 2.42•fFy s 60.7ti2 �polw: dlf:= IA Ls. 35.152 Xrdlw:= 5.70• ES 143.118 biII __.5 6 htdl :11.3 Fy polf P adlw:= compact": if h 5 a = "compact" If:= "compact" :if btdl 5 a = "Compact" — p ": tdl polw P "noncom act" if. a < b 5 a P polf tdl rdlf "noncompadt" if Xpolw<.htdlSXrdlw "slender" otherwise ".slender" otherwise rr Es ( 0.38FL: 11 d1:= minLbd1,1.92 t I = 3 in b dl' -Fy btdls JJ S leff:= Sxdl = 5.65 in 3 M, Idl:= FyZxdl= 337640 in. lb MI dlf: Mpol if adlf = "compact" = 337640 in -lb fE 11 IM pol — �Mpol ` Fy sxdl�(1�57- btdpY if adlf = "noncompact" S lJ (FyShceff) otherwise ,ndlw:= Mpol if Xdlw = "compact" = 337640 in -lb F .. IM pol — �Mpol — Fy Sxdl� �0.305• htdl• Es — 0.7384 I . if �Iw — "noncompact". )J::.. (Fy:Shceff): otherwise min(Mndlf, Mndlw) Ilndl:=: �b—202179.641 in -lb MAI OOR_LEG:= "OK"- if <_ 1.07 = "OK" Mndl "FAILS" otherwise .: . FRAME POST:= DOOR LEG POW@1'�Ift fiydl'aU�IC D001' Detail. Ref. Sheet No: Calculations � . 08 �ICE105SchoolCreekTrail ENGINEERING 111 Tp.mplate: Luxemburg, Wl54217 Phone: (920) 617-1042 Fax: (920) 617-1100 Www.rice-inc.com - Project Description: Powerlift 56 x 15 Door :Brenner Hanger Job.No: R18-06-311 Engirieer MPM Sheet No: 08 Date: 6/26/18 Rev: Chk By:. Date: Truss Tube Check: "HSS3x2x0.125" Powerlift Hydraulic Door De Ref... Sheet No:tail R f . Sh t N • TrussTube= • l 12� — 2• dt = 556 in Ltt: Calculations :.. 09 �wd• - . Lbt — (wd• 12) — 2bdl = 594 in k: ' 0.5 Lb = Spay = 80.25 in' k L = 49.907. �2 Es - Fe ;_ = 114915.801 .. 2 (LLbtt) _ rytt J Fy 1 Feti k Lbtt Es. F rtt:= 0.658 . :•170 if <4.71• =38904.059 psi rytt Fy (0.877• Fett) otherwise " 0.S hd• 12• DLh 19.902 Pli 144 ctt= wtt•Lbt2 = 8 if "PINS" _ "NO" = 231735.193 in -lb (0.1•wtt•O.33.:L: otherwise Mctt.. " 10533..4.18 Mutt = dt _ Ib = F A 41627.343 db ntt— crtt . tt = ntt RUSS_TUBE:= "OK" if Putt = "OK" "FAIL" otherwise R18-06-311 ' ID li L CE 105 School .Creek Trail Project Description: Job No: 1 ENGINEERING Luxemburg, Wl54217 Prone: (szo) 6n-loaz Powerlift 50 x 15 Door Engineer: MPM . Sheet No: 09 I Fax: (920) 617-1100 : www.nce-Inc.com Brenner Hanger Date: 6/26/1:8 . Rev: mplate: Chk By: Date: Truss'U ri ht Check: "HSS3x2x0.188" TrussUpright = Ltu:i dt - dbt = dtt =14 in Pxt = wtf Spat = .759.137 lb Truss-D%agohal Check:. Ltu Ntu— 16 : Angle atan __ 20:155-deg (Spat J f _-. Vct :_ z l - (wtt•Ltt _8� if "PINS"..-.'NO'=4016.859 lb.. Yctu... _ s. TTD:= - 278.88 (1A-wtt•0.33•Ltt) otherwise s An le .co ( 9 ) P u:= 0.02•:Putt= 210.668 Ib y flt:-:1.67 .. • I P u F id _ Yr T n:- lb 0 M ." u.= = 15.048 in•Ib fit. .. Ltu ',. M 0 iu:= Mytu .if TD _ 1 = 38303.763 in -lb DIAGONALS:= "OK" if Tn2 TTD = "FAIL" . III r rSpat)] :- •'FAIL" otherwise: LVctu• I — I otherwise: 2.2 iJ . I:= TRUSS D LS: _ IAGONA = I A i TD = = DIAGONALS 'f' 1. "N/A" . 1.67 - l 0.6• Fy Atu V to:= = 25451.49. lb: "N A'.' . otherwise . 52 ,- v Check langes for compact section Check Web for compact section s = 28.121. apt f:= 1.12•fFy _ .. �ptuw:= 2.42•FFy s = 60.762 I rt a ff 1.4• Es = 35,152 y . s _ 143.118 artuw:= 5.70.fFy Fy :.:... btt l = $.49 �:_ 1 4 httu = 2 at "compact" if b4u � Xptuf = "compact" atuw:= "compact". if httu Xptuw = "compact" "noncompact'' : if : aptuf < bttu < artuf .: :: "noncompact"' if aptuw < httu 5: artuw. "slender" otherwise "slender" otherwise := minLbtu;1.92•ttu 0.38' Fybet in rr. . rzy (1 - 2 bttu Es�J 3. ". Stu 'ff.:= $xtu= 1.18 in Mp u:= FVZxtu = 68080 . . . n lb Mn .I f:= Mptu' if atuf =.,,compact" -68080 in•Iti IM (3.5Tbtt., ptu - (Mptu - Fyn Sxtu� -4I�tuf="noncompact" Es: . �FyStueff) otherwise M 'uw:= ' Mptri if Xtuw= "compact" = 68080 in -lb IM rfFy— ptu - Mptii -. Fy Sxtu� 0.305 htty -.0.7384I1 :. if - �tuw`"noncompact" g %J Fy Stueff) otherwise. ' l mm(Mntuf, Mntuw) u:=-40766.467 Mnu.---. in. Ib: b Mctu.: Vctu TRUSS_IJPRIGHT:= "OK" if —; <-1.07 n — < 1.0 = "OK'' i , Mntu Vntu , "FAILS" otherwise . �JCE105 School Creek Trail Project Description: Job No: R18-06-311 II�ENGINT'EpjNG Luxemburg, WI54217 Phone: (920) 617-1042 Powerlift 50 x 15 Door Engineer: MPM Sheet No: 10 Fax: (920) 617-1100 www.nce-inc.com Brenner Hanger Date: 6/26/18 . Rev: Tgmplate. Chk By: Date: j POWerllft HydraUllC D001' Detail Ref. Sheet No: Calculations 10 i B0tt0 Tube Check:. - Lbb 1:= Spav = 80.25.:. in k L bt rv'it. = 47.317 FY �2 Es Febt k•Lbbt ES - Fe :_ = 127837.82 Fcrbt:= 0.658 psiybt •Fy�: if: :� <- 4.71•TFy- !<-Lbbt�_:39568:527 rybt J (0.877-Febt) otherwise 0.5•hd•12•,DLh 0..5•hdr12•DLv wb __=:19.902 li . 144 P = 3.332 `Nbto = 144 pli M bt = - 231735.193 .:. wbt Lbt2 = 8 if "PINS" =."NO" - in -lb III(0.1•wbt0:33•Lbt2� otherwise: .. M cbt P t:= = 10533.418 lb d t = . P bt:- Fcrbt Abt = 60935.532 lb 2 �. (wbtLbt "PINS" -"NO" M ubt1:i=:. 12 if - = 231735.193:. in -lb II. (0.1•wbt0.33:Lbt2� otherwise ubt:= Mubt1 if TRUSS = "NO" = 01j in• Ib , - I 0 otherwise Ch' ck Flanges forc6nJpact section Check Web forcompact section Es E.s - Xpbtf:= 1.12• Fy = 28,121 arbtf:= 1.4• Fy = 35.152 Es.. Xpbtw;= 2.42• Fy = 66.762 ':XrbtN:= 5.70•[Fy.:. Es; = 143.118 bhrt = 14.2 htbt = 40.1. - Xbtf:= "compact" if btbt < Xpbtf = "compact„ XbtN:= "compact"' if htbt 5 Xpbtw _ "compact" "noncompact" if XPbtf :btbt< Xrbtf "noncompact" if apbtw.< htbt< Xrbtw "slender" otherwise "slender" .otherwise ebt = Es 415 bt,1.92•tbty 0.38 Fy . 1 .. in btbt Es-2 pbt:= FyZxbt= 109020 in. lb nbtf:= Mpbt if Xbtf = "compact" = 109020 in lb IM Fypbt (3.57• °noncompact" - (Mpbt -Fy Sxbt� -41if Xbtf = btbt[E, (Fy Sxbt) otherwise Mnbtw:=, Mpbt if Xbty= "compact! :.-:109020 in -lb [Mpbt'- Fy 11 (9-3:05 II ,norcompact" -- (Mpbt - Fy Sxbt). htbt. : Es - 0.7384 I if Xbtv =. (Fy-Sxbt) otherwise min(Mnbtf, Mnbtw) - Mnbt:= ..... - 65281.437 in•jb b -- Mubt:.. Pnbt BOTTOM =TUBE:= "OK" if —'<_' 1.07 n — >_ Pubt = "OK" Mnbt f2c "FAILS" otherwise POWeI'llft I-iyCiraUIIC DOOM Detail Ref. Sheet No Calculations : 11 CE 105 School Creek.Trail Project Description: Job No: R18-06-311 li ENGINEERING Luxemburg, WI54217 Phone: (920) 617-1042 Powerlift 50 x 1.5 Door: Engineer: MPM . .Sheet No: 11 Fax:.(920) 617-1100 : wwmrice-inc.com Brenner Hanger Date: 6/26/18 : .Rev: Chk By: Date: T ,mplate: Reactions and Deflections: R2hb:= 0 Rzhc �1.25•wfh•Lcm) if .Nvr -. - 1 = 1840.774 Ib (1:10•wfh•Lcm) if: Nor.=? :.. maximum.hoftntal wind load.on hinges . �1.143wfiTL:cm) otherwise .. � W l wdl: 12w -6.62 d� pli %eight of door peririch Ryh _ ( 1.25•wdl• Lcm) if Nvr = 1 = 607.236 lb maximum.vertical dead load on hinges (doorclomd) �1.10•w L' ) if N dL . cm .: yr = 2 - (1.143,wdi-Lcm) otherwise Ryp.;:_ 0.R7 wdl-Lcm� if Nvr=1=208787 lb maximumverticaldead loadonpost(doorolosed) �0,4wdpLcm� if Nvr = 2 (0.393,wdl.Lcm) otherwise Rzp'I :_ (0.3 SwfhLcm). if Nvr = 1 = 632.917 lb maximum horizontal load on frame.post(doorclosed) �0;4-wfh Lcm) ' if Nvr = 2: . . //0.393•wftTLcm otherwise : l 1 �. I:= 0:= atan dfap. — - 19.047•de Cy IJ R y 0.5Ryhc = 303.618 P 'j:=0.25•Wp=993.019 I.b Point load andoorlegfrom truss (open) _ - Ry to:= FCYL•sin(0) = 1509.847 lb maximum vertical load frame post from open door Rzfo:=.FCYL•cos(0)=4373.35 lb maximum horizontal load on frame post fromopen door r.0.5•�hd•12)rDLh - R fp. L •0.4•(Lbt0.33� if H1 = 1 = 144 1560.506 0.5 hd• 12 • DLh :. 1:. Lbt0,8 : otherwise lb maximum horizontal load on frame post fro wind load 144 f, I = hd- 12 = 180 ' - 'in :. nbn�Rn= dtop = 29 in afp =.Ifp = bfp:= 151 in P.vdl• afp2 R,f to " afp+'3bfp)=923.998 P P�= lb horizontal reaction attopofframepost from open door 3 afp Pvdl bfp zfpbot = _ (3• afp + b{p� = 69.621 lb:horizontal reaction at bottom of frame postfrom open door 3 IfP Lss:= dt= 22 in d' _dtruss - �2•ttt) = 21_.768 in truss:= btt= 2 in b':= btruss - (? tt() = 1.768 in 3 3 - btruss• dtruss - b'• d' 4 L ss:= - 254.971- 12:: . in I, :0.5.(hd•12)•DLv DL. 144 = 3.332 Pli : . 4 5•wbt.Lbt 4" . . 5•.wbto• Lbt . .. trussWL:= if, PINS --"NO" = 0:027 in 384• Es. Itruss OtrussDL = = 0.73 in 384• Es. Itruss - 4 0.0069s wb} ( 0.33• Lbt) otherwise:.:. Es- Itruss Hydraulic Door ' Detail Ref•. sneer No: FlPowerlift .. Calculations .. 12 l• �CF' ENGINEERING I' „mplate: 105 School .Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042: Fax:.(920 617-1100 www.rice-inc,com Project Description:: Powerlift 50 x 15 Door. Brenner Hanger Job No: R18-06-311 Engineer: MPM Sheet No: 12 Date: 6/26/18 , "Rev: Chk By: _ Date: Doo wits . . Wp = 3972.077 lb Door and Frame Weight Veftical, spacing varies Spav = 80.25 -.in .: FrameHeader = "HSS5x5x0.188" CrossMember=."HSS3x2x0.083" - DoorHeader = "HSS5x2x0.125" POWerllft Hydraulic.Door Detail Ref.. Sheet No: Calculations : 13 VerticalRail = HSS5x2x0.125. DoorLeg = "HSS5x3x0.375" FramePost= "HSS5x3x0.375" Door Deflection BottomTube = "HSS5x2x0.125' OVertsWL = "1.701 in ��► nal hurricane pins Truss.(if required) TiusS upright spacaog varies.. Spat = 38.143 in TrussTube = "HSS3x2x0.125" Truss Deflection 3 t OtrussWL = 0.027 m I $¢ TrussUpnght "HSS3x2x0.188" , Z11 .. 1 ; OtrussDL =-0.73 in BottomTube = "HSS5x2x0.125" Code Checks: .—RyHopen - 39.721 PLF REACTIONS VERTICAL RAIL = "OK' .Ri.YHclosed 79 4 2 PLF FRAME HEADER = "OK" RyZHopen 0 PLF FLIME_POST= "OK" : Z RZ closed 238.829 PLF D II R_HEADER= "OK" Cylinder- forces DOOR _LEG = 'OK'. when.dooris open II C IOSS_MEMBER = "OK" i -RZPcyI=-4373.35 lb B TTOM_TUBE ="OK" 1� RZPcyl = 4373.35 lb T USS TUBE= "OK" T LISS_UPRIGHT= "OK" I T 1.USS_DIAGONALS = "N/A" L end: RZHP - 4291.392 Ib R&P Reaction-Z dir.- I uiricane Pin Hurricane Pins. -� - R�p Reaction=Zdir-Post when dooris closed RYp Reaction -Ydir-Post lb YH Reaction-Ydir-Hinge �ZPclosed - 1560.506 lb lb ZH Reacion-Zdir-Hinge ,RZPoPen= 69.021 Ib i RICE 105 School Creek Trail Project Description: Job No: R18-06-311 Luxemburg, WI 54217 Engineer: MPM . Sheet No: 13 FENGINEERING Phone: (920) 617-1042 Powerlift 50 x 15 Door Fax: (920) 617-1100 Date: 6/26/18 Rev: wwwdce-inc.com Brenner Hanger Chk By: Date: POWerllft HydfaUllC poor Detail Ref. Sheet fVo: Calculations ... � 14 Cylinde .. C lin Y I er = "Large" Dgs Sin Bore diameter. Ags:= (Dgs•.0.5)2-w 7.069in2 Ss=49.5in Stroke -- FMAXs:= Ps•ABs = 24740.0421bf: - Extension Force Ps I3500psi ::Max Hydraulic Pressure: DRs_2.25in Rod Diameter ARs:=(DRs•0.5�2•7 3.976in2 Lretl',I 82.125in length retracted FRs:= FMAXs - 10823.7681bf Retraction Force . LeX _-131.625in length extended CYL OK if FACT � FMAXs r FAILS . , otherwise' : Cylinder Pin: ' Dp.' _ 1 in pin diameter Apin = �DPc•0.5�2•zr = 0.785in2 FV in = 100000psi pin.shear strength fvpin:= FACT =Apia-5890.825psi GYLpm 'OK" :if fvpin � FUpin ':OK, I3 FAILS otherwise Detail 14.1- Cylinder ' 4.'50 2.37 2 44 7-7 77 3.38 #, a1 . ..... 4.40 .. -.11C 08 PORT WITH Al-MM/YY' : 06 4RIFlCE 3r'4-16 JIC PORT -JIC CAP -.06 ORIFICE ON TU9E �a -JIC CAP: 03.38 jj, '. 02.25 1 6� g rh3 OA ' :ROD 47 5.00 i � 4 ram^=•-r r.=-�«.:,==�-_- ,:.^.,,..:...,.... ..�..:�`St��:r rr-f�: r. .49.50 STROKE .. 82.12 RETRACTED 131,62 EXTENDED �l mil% ENGINEERING J:�: Template: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617-1100 vn�.rice-inc.com Project Description: Powerlift 50 x 15 Door Brenner Hanger Job No: R18-06-31.1 Engirieer: MPM Sheet No: 14 Date: 6/26/18 .Rev: Chk By: Date: Reac it ons. = From Sheet 13 Rxc:1l max RZPcyG Rzhc)• 11bf = 4373.351bf Ryc: Ryhc•-1lbf=607.236lbf Rxo _ Rzho 1 Ibf = 0 Detail 151=: End Hinge Cylinder: Forces Ryo : Ryhd 1 Ibf = 303.618lbf a:= lisin�1.5 dfp+ Cql) =:5.123•de9 Fdn:'' OOS�U)•FMAXs=24641.2321bf hik Hinge Blades; II_ Neh - 2. No' ofendhinges . d1 '13.375in See Detail152 d2 1'05 in See Detail 152 dhb--2.5in Depth.ofhinge blade thb 1in Thickness of hinge blade teh = 2 in Thickness of End hinge blade I F •-'36000 si y - P FMAxs M .- max(Ryc, Ryc�•d1:= 2049.422in•Ibf . J:= (Y Zx b =ahb dhb2 = 4 = 1.563in3: 1. .. fbh = Mhb = Zxhb.= 1311.63psi Fbl'b := 0.66• Fyhb = 23760 psi Vh l •- Rxo2 +.Ryo2 = 303.6181bf FOpe11 Ahllb = thlr dhb = 2.5in� 16 fv = Yhb - Ahb = 121.447psi .. . Fdn: - 0.4- F - 14400 psi Fhb:- yhb -. . P , . _F d1=N M ' hb �-. dn• efib = 41582.079 in•Ibf Z ,. = 4 3.125in3 : ,. lehb tehb•dhb2 = = .: . fbehb:= Mehb _ Zxehb=.13306.265psi F lehb:= Fbhb = 23760psi C I k Hinge Pin: dI =1in Ip 2 /o s DO = o.785in2 l " Detail 15.2 - Typical Hinge Sire View - p:= 36000psi 2 2> C �� Ip := max R + Ryc2, Rxo? + R FMAXs _ Nehb = 12370.021 Ibf xc yc / f$p := 0:5VP _ Ap = 7875psi Rx ' ---- - - - - - - - ---- �vp := 0.4• Fyp = 14400 psi: HItJGE BLADE ' CU i HY ' . HINGE ANGLES ke DOOR.HEADER FRAME HEADER )WE 105 School Creek TrailProject Description:JobNo: R18-06.-311 r ENGINEERING Luxemburg, WI 54217 Phone: (szo> s17-loan Powerlift 50 x 15 Door Engineer: MPM Sheet No: 15 l Fax: (920) 617-1100 www.rice-inc.com Brenner Hanger Date: 6/26/18 Rev: mplate: . Chk By: Date: POW2r�lft fiydCaUiIC pgOr Detail Ref. Sheet No: ._ Calculations, : � 15 Chec �ih HgeAnples: Lha '+4.375in. tha = 0.375in d3 = .25:in (� gap between angle grid blade) CheCl(H%n-qe End Plate Welds: Fyha.- 36000psi Mxh = 0.5-V -d2= 10823.768in•lbf Fvep:= Fdn + Nhep = 246417232lbf 2 3 Sxh - tha Lha + 6 = 1.196in ` Lwetd.= 0.5 FVep - (0.7071.0.25in) 2tOt50psi = 3.31:9in fbxh = Mxh-1 Sxha.=.9047.787psi Fxh�l:= 0.66•Fyha=.23760psi �BLADE:=. OK' if fbhb < Fb fvhb'< Fvhb O " - hb - K Myh I:= 0.5Vp•(d3) 1546.253irrlbf "FAILS otherwise - = Sy I'= Lha'tha2 + 6 = oA03tn3 h �I PIN:- ,,OK.. if.f�p.< FvP - "OK" _ - fby 'a =- Myha _ Syha = 15079.645 psi I "FAILS" otherwise Fby'a:= 0.75-Fyha= 27000psi II NGLE OK if f' < F A bxha - xha A fbyha < Fbyha- OK" CheCkHin eAn le Welds:i"FAILS 'otherwise I. 10 r Fyah• tdht . = . Detail 16.1-Max H%nge Isometr%c _ ' i .- 2 e •I Wha= 2.964in [TWha=tha��. Fyha•tha� Effectivemidlength 1 Lew 1in' 2. l A - = 2.096in 2. I� Area:ofmeld per inch 1:. . F wl�_ 0.60. 70ksi = 42060 psi Weld Strength R= F A= 880 8 w w 39.50 Ibf.I Nominal Weld StrengthJ I .= 2.06 _ PerA13C E,pecificatirn Table J2.5 . Rn F —=44019.7541bf S2w AllowableWeldlStrength lit:= FHclosed = Ryho + Rztic2,� 1 Ibf = 1938.3461bf i" _ F l; open := Ryh71 o + Rzho j 11bf = 303.618lbf De tall 16.2 - Hinpe Weld Requirements . POWerilft i'ij/ClraUilC DOOM Detail Ref.. .Sheet No: Calculations ::: 16 F ax!=. max FHclosed, FHopen :if .Cylinder = Max = 12320:616• Ibf - HIPge: Blade max(FHclosed, FHopen, 0.5Fvep) otherwise Hinge Angle Finax t eq : Fall ' 1 in = 0.28 in V Hlr3ge Pin End Hinge Plate : k: ;, Door H,dader 1LLEiT 0,3A:3in • pw w �. Helper Plate: (Max *Ma DO&S) �ICE it ENGINEERING mplate: 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fax: (920) 617-1100 www.rice inc.com Project Description: . Powerlift 50 x 1.5 Door Brenner Hanger Job No:. R18-06-311. - Erigineer:: MPM Sheet No: 16 Date: 6/26/18'- Rev: Chk By: Date: Reactions from Sheet 13: I Horizo talReactions Vatbal Reactbns - RZPoyI = 4373.35 lb : Ryho = 303.618 Ib . " .. . = 607.236 lb Rzhc l 1840.774 Ib Ryfic — Check ells to Steel: e'y: 5.5.. in e'z:� 3 in Torts '-max( RYHopen'e'y+ RZHclosed e'z, RZpcyl•e'z) = 13120.05 in. lb " d d:= 6 in Dist between welds we in i I- t -.0.25 in we Z A Id:= 0.7071 tweld:Lweld= 0.53 In w TorM� V�,v'Ild:= + 0.5•max(0.5•_Ryho+ 0.5Rzhc, RZPcyI� = 4373.35: Ib . weld Vweldl fyv d.=='8246:547 psi WELDS OK if fweld'� 21000 "OI<" Aweld . I"FAIL" otherwise Use 114. x 3" fillet welds @.. (30" O. C. Max) " E70XX Detail 17.1- Header Tube Weld Requirements. EXTERIOR. - FLASHING: BUILDING HEADER RUBBER . WEATHERSTRIPPING 5'.50: Lweld = 3 in MIN. ----- tweld 0 5 in.:. .. t DOOR FRAME 1 HE 'DER A :.EXTERIOR SHEETING SECTION C-C D00000A, vtE HEADER. POWerllft Hj/draUIIC DQOr Detail Ref.. .Sheet No: CaICU18tIOC1S 17 �UCE 105 School Creek Trail Project Description: Job. No: R18-06-311 Engineer: MPM . Sheet No: 17 ENGINEERING Luxemburg, WI 54217 Phone: (920) 617-1042, Powerlift 50 x 15 Door III Fax: (920) 617-1100 www.dce-inc•com Brenner Hanger Date: 6/26/18 Rev: Chk By: Date: Template: Rea from Sheet 11: Powerlift Hyd• raullG Door Detail Ref.. Sheet No: Door C sed Calculations::: _ : 1s - R ZPc osed = 1560.506 lb RZPc' 1='4373.35 lb Detail 184 Post Base Anchor Door.O ned DOOR FRAME POST , r RZP 'pen = 69.021 lb wo I r An CheckcharBdts I • 1: I I .I I Vb: 1-.6 max(RZPclosed, RZPopen) = 2496.81 lb I .. SeellSheets. R1-R5 for AnchorBoltDesign DOOR POST ANCHOR PLATE WELD IN PLAC E.AFTER DOQR-. �. - :USE 112'Dia. Simpson Titen HD IS INSTALLED I • ::::.: Min. Emtied.=4 :1/4':' Ir Min. Edge Dist. =7 Chec , Post Welds: I= t w2' 0.25 in _ -NEW CREfE Lw: •=2 in. 2 1/2' CONCRETE. Aw,'': := 0.7071 • tw2 Lw2 = 0.354 . in AhICHO R RZPcyI I . f :_ = 6184,91: psi 2Aw2 DOOR FRAME POST ANCHOR PLATE. ATTACHMENT DETAIL WELD2 •`= K". If fvw2' < 21000: •.. - F I FAILS'! .otherwise Detail 18.2 -:Post Weld Connections Doorjamb (By Others) t 2=02� in . Lw-- = 2 in I r f: Dt�olr L�e�g , I lllii 105 School Creek Trail Project Description: Job.No: R18-06-311 Elgirieer- MPM . .Sheet No. .18 ENGINEERING Luxemburg, Wl54217 Phone: (920) 617-1042 Powerlift 56 x 1:5 Door. Nx:.(920) 617-1100 wwwAce4nc,com Brenner Hanger. - Date: . 6/26/18 Rev: Chk By:. Date: pmplate: . TM :: Company;:.::: Date: 6/26/2018 Anchor Design@r Engineer: I Page: 1/5 Software. Project: p- Version 2.6.6703.0- Address:. Phone:. E-mail: 1.Pr, `ect information Cus omer company: Project:de.scription: Cus omer contact name: 'Location: Cus omer e-mail: Fastening description- Co °ment:_ 2. I ut Data '& Anchor Parameters Ge�eral Base Material De'gn:method:ACI 318-11 Concrete: Normal -weight Uni s: Imperial units Concrete thickness,:h:(irich): 5.0.0 .:State: Uncracked An Thor Information:.... Compressive strength, fe (psi): 2500 . { An hor type: Concrete'screw 4)c,v: 1•.4 Mal rial:.Carbon Steel Reinforcement condition: B tension, B shear. . Dit eter (inch): 0.500 Supplemental reinforcement: No Nnal Embedment depth (inch): 3.260 Reinforcement provided at comers: -No Eff ctive Embed ment depth, hef (inch): 2.350. Ignore: concrete breakout in tension: No Code report: ICC=ESESR-2713 Ignore concrete breakout in shear: No: Anchor category: 1 Ignore Edo requirement:.Not applicable: Anlehor ductility: No Build-up grout pad: No hmn (inch): 5.00 cad' (inch): 3.56 Base Plate CmI n (inch): 1:75 - Length x:Width x Thickness (inch)::3.50 x 7.00 x 0.50: S In (inch): 3.00 Yield stress::0 psi Profile type/size: HSS5X3X3/8 Recommended Anchor: chor Name: Titen HD®=.1/2"0 Titen HD, hnom:3.25" (83mm) de Report: ICC-ES ESR-2713 .rF fi Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone::925,560.9000 Fax: 925.847.3871. www.strongtie.com R1 • • rlvt Anchor DeSlgnel` Company: - Date: 6/2612018 Engineer: Page: 2/5 Software Project: Version .67 2.603.0 Address: . Phone:. I.E-mail: — Load and Geometry- Loatfactor source; ACI 318 Section 9.2 Load combination: not set11 ' Seise ic,design: No ors subjected to sustained tension: Not applicable App � entire shear load at front row: No Anc ors only resisting wind and/or seismic loads: No Str Ingth:level loads: Nua [lb]: -207 .. . VU [lb]:0 q. [lb]- 2497 MU'I[ft-Ib]- 0 M [ft-lb]: 0 <Flgure 1> Z i i M7 16 i j i - 24971b ,Y � 016 0 ft-lb oft-ifl. .:. O ' _, \` I Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines, must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871. www.strongtie.com R2 • Arichor DesignerT"' Software .Version 2.6.6703.0 cornpany:` I Date: I 6/26%2018 Engineer: Page: 3/5 Project: Address:. Phone: , E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines. must be checked for plausibility. impson Strong -Tie Company Inc. 5956 W. Las Positas, Boulevard ,Pleasanton, CA 94588 Phone:.925560.9000 Fax: 925.847.3871: www.strongtie.com R3 i TM Company: Anchor Dt?Slgllt?r Date: 6/2MO18 Engineer: I Page: 4/5 Software . Project: - Version 2.6.6703.0 Address: . Phone:.: E-mail: 3. 41sult'ina Anchor Forces An °or Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) Vuax (lb) Way (lb) 1l(Vuax)Z+(VuaY)' (Ib) 0:0 .. 0.0- : _. 2497.0 2497;0 Su ° . 0.0 0.0 P... 2497.0 2407.0 Ma'imum concrete. compression strain (%a).`0.00 . ,- Ma limum concrete compression stress (psi): 14 Re'ultanttension force (lb):0 Re ultantcompression force (lb)- 207 ; Ec lentricity of resultant. tension forces in: x-axis, e'Nx'(inch): 0.00 Ec entricity of resultanttension forces iny-akis,:e'NY (inch): 0.00 Ec entricity. of resultant 'shear forces in x-axis ; e% (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 Steel Stren th of Anchor in Shear Sec. D.6.1 [IV.. (Ib) 00.. .0,..OVsa (lb) sw 7455 1:0 0.60 44713 Concrete Breakout Stren th of Anchor in Shear Sec. DAM SIhear perpendicular. to edge in y-direction: Vby = minl7(ie/ da)°-2` oze4a7 fccail •5; 9/ia-\ifccai!•5J (Eq. & Eq. D-34) _D-33 /° (in) da (in)" Aa. fc'(psl) cal (in) Vqy (lb) 2:35 0.500 - 1.00 2500 6.00 4957 OVcby =O'(Avc/Avcd)`f'ad.v9yc.VWh,VVby (Sec:'D.4A & Eq. D-30) A*(in2) A' (ih2) Wed.V Y'�,V Ph,y . Vby (Ib) : ::.:.:.. 6Vcby (Ib) 75.00 162.00 0.900. 1.400 1.342 4957 0.70 2716. -_ Shear parallel to edge in y-direction: Vbx= rrtinl7(/e/da)0'21daAagfccei!•5; 9ha�fccail•5I (Eq. D-33 & Eq. D-34) /e (in)' da (in) At ..f° (psi) cai (in) Vb. (Ib) 2.35 MOO 1.00 2500 6.00 4957 OVcby=r0.(2)(Ave/Avcd)`Pddc .v.`I,v'Pb,vVbx.(Sec. D.4A & Eq. D-30) Avc (in') Avc° (in2) W.ii,v... WC, 9'n,v Vex (Ib) :. ... 0 OVcby.(I b) . 75.00 162.00 1.000 1.400 1.342 4957 0.70 6034 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 f6Vcp = rdkcpNcb = Okcp(ANc/ANw)Y'edN c,N'PcpNNb (Sec. D.4.1 & Eq. D-40) Input data and results must be. checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 595.6 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871: www.strongtie.corh R4 • Anchor Designer TM Software Version 2.6.6703.0 Company:. .... Date: 1 V26/2018 .Engineer: I Page: 1515 :Project: Address: . one:.:.. .: . .. ... . E-mail: kcp .ANc (in2) ANco (in2) Ped,N Nb (lb) 0 �OVcp (lb) .. . 1.0 I 49:70 49.70 1.000 1.000 1.000 4323 0.70 3026 I 11. Results 11. Interaction of Tensile and Shear Forces (Sec. D.717 - Shelar Factored Load, Vea (Ib) Design Strength, OVA (Ib) Ratio Status Ste;ol 2497:. _ _ 4473. 0.56, Pass T Concrete breakout y+ 2497 '' 2716 0.92 Pass. (Governs) II Concrete breakout.z+ 2497 6034 0.41 Pass (Governs) . Pr�out 2497 3026 0.83 IJO, Pass' 112 Titan HD, hnom:3.25" (83mm) meets the selected design criteria. 12. Warnings - 4imum spacing and. edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in -place anchor is waived per designer option. - D signer must exercise own judgement to determine if this design is suitable. - lefer to manufacturer's product literature for.hble cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc: 5956 W. Las Positas Boulevard :Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com_ R5