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COMPANY PROJECT <br /> WoodWq,k,9 <br /> Nov.1,202214:56 BM2 <br /> Design Check Calculation Sheet <br /> WoodWorks Suer 2019(Update 4) <br /> Loads: <br /> :Load •y'k Dintritution Fat- Location [ftll Maan!tudc Unit. <br /> tern Start Fr,d I Start ^nd <br /> dl Dead ?I 1. UDL 4P..3 pill <br /> Lcad3 1,-s Fui1 UDL 344.0 p1. <br /> Lcad4 sa-1 2i1 UDL 1f.4.1 Pip <br /> .id?-ral+uht nand ;L1 i101, 16.? Plf <br /> Maximum Reactions(ibs),Bearing Capacities(lbs)and Bearing Lengths(in): <br /> 15.622' <br /> Q' <br /> ntactJred: 15.54 <br /> Dgn;l E9 <br /> Live ?07a Pa:, <br /> Rn•Jw 1263 <br /> 3 i'7o <br /> Ft Leted: Iwo: <br /> Tcral 43�5 <br /> Scar=•"-9: .41 5 <br /> :aPa�ity <br /> 4165 <br /> 3tldm 933. <br /> ;Joe ratio •316': <br /> Scam 0.36 <br /> �uppptt 1.11'1 D.3o <br /> Load comib 13 ..i0 <br /> Le:qth -,n9 v3 <br /> Mir, req'd 0. <br /> Ch 1.n3 q,eg.. <br /> Cb <br /> a:h S"Ppuet 'I.Cc <br /> s's ,^,5 00 <br /> "'Minimum bearing length governed by the required width of the supporting member, <br /> 625 <br /> BM1 <br /> Glulam-Unbalan.,West Species,24F-1.6E WS,6-3/4"MO.1/2" <br /> Supports:Al-Timber-soft Bearn.D.Fir-L No.2 <br /> Total length:15.63';Clear span:15.438':Volume=7.7 w.ft,:7laminations.6-3/4"maximum width. <br /> Lateral support:top=continuous.bottom a at supports; <br /> This section PASSES the design code check <br /> Analysis vs.Allowable Stress and Deflection using NDs 2010: <br /> _ri tericn Anal sls Vah:e Ueszca Value Ur.!t Aa3lvris/lltsian <br /> `hear f.v -+ 79 Fe' _ psi fv,Fr-' - u.28 <br /> 5e:tli�,q l+j fb - 14a5 Fb' - 2400 Psi fb/FL•" + 0,62 <br /> Line U:fL'n 0.'1'7 - L/347 O.C•2 - L/3GD in <br /> 0.30 <br /> L^f!'rt 1.6ri - L/262 J.^ti - Ll_•fU In O.S;i <br /> Additional Data: <br /> :-CTors: r_E;na!) CC CM Cc CL _-V Cfu Cr Cfrt Note-- Cr LC$ <br /> K"': ^5t 1,Du 1.00 1.00 - - - - 1.00 1.u0 1..0C <br /> Fn't �4,,0 1.00 1.00 I.00 1_000 1.000 - - i.00 1,00 <br /> FCp' 650 - i.00 1.00 - - -- - I.00U. - - <br /> 1-a m11.1inn I.00 I-On - _ _ _ .n0 _ _ <br /> .n:iny' .3 , :aiilicn i-00 a <br /> CRITICAL LOAD COMBINATIONS: <br /> ShC.Ir 4 LC 92 D + <br /> C•rf.lection: LC ug D + C.7511. + Si lii.•-e1 <br /> LC r3 D + D-75tt, + 37 <br /> Boariag • Sucl:ert 1 - LC 13 D - D.75(L + 8i <br /> n"u.*pvrt 2 - LC A3 a D .. 0.75(L •H 9) <br /> o+ai=a% L-1iva� 5=ena.r <br /> :d: in the Analysis output <br /> ASD Bisid fray,ASCE 7-16 2.4 / 15C soia 1605.3.1 <br /> CALCULATIONS, <br /> -x 355 , V dealer: = 54P5 lbw: M(+) = 1.5352 lbs-ft <br /> 1172.03 li-.in-2 <br /> d��f loft io,, id h:e to all :ran-.IL••.s.; laacls t!iv3, wind, anow...> <br /> 1.: d_d "live <br /> Design Notes: <br /> 1.Analysis and design are in accordance with the ICC International Building Code(18C 2018)and the National Design Specification(NOS 2018).using Allowable Stress Design(ASD).Design values are <br /> from the NOS Supplement. <br /> 2.Please verity that the default deflection hmits are appropriate for your application. <br /> 3.Giulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 <br /> 4.GLULAM:bxd=actual breadth x actual depth. <br /> 5.Glulem Beams shaft be laterally supported according to the provisions of NOS Clause 3.3.1 <br /> 6:GLULAM:bearing length based on smaller of Fcp(len sion),Fcp(comp'n)- <br /> 8 <br />