Laserfiche WebLink
NM 1 I 11111 111111 1 I M. MS 1 111111 1 MN 11111I NM 1 I 111111 IN <br /> WoodWorks' <br /> PROJECT Wood Works®Sizer SOFTWARE FOR WOOD DESIGN <br /> 41) -■ dWorkS Transfer Beam @ 2nd Floor(1) WoodWorks®Sizer 11.1 Paget <br /> Apr 15,2020 14 48 Transfer Beam @ 2nd Floor(1) Additional Data: <br /> FACTORS: F/E(psi)CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# <br /> Design Check Calculation Sheet Fv' z90 1.00 _ 1.oo _ 1.oo _ 1_00 2 <br /> Woodworks Sizer 11 1 Fb'+ 2900 1.00 1.00 1.000 1.03 1.00 1.00 2 <br /> Fcp' 750 - - 1.00 - - - - 1.00 - - - <br /> Loads: E' 2.2 million - 1.00 - - - - 1.00 - - 2 <br /> Eminy' 1,14 million - 1.00 - - - - 1.00 - - 2 <br /> Load Type Distribution Pat- Location [ft] Magnitude Unit CRITICAL LOAD COMBINATIONS <br /> tern Start End Start Ena_ Shear : LC #2 = D+L, V max = 3056, V design = 3038 lbs <br /> Loadl Dead iPornt 6.25 1640 lbs Bending(+): LC #2 = D+L, M = 17922 lbs-ft <br /> Load2 Live Point 6.25 3000 lbs Deflection: LC #2 - D+L (live) <br /> Self-weight Dead Full UDL 20.8 plf LC #2 = D+L (total) <br /> 0=dead L=live S=snow W-wind I=impact Lr=roof live Lc=concentrated E=earthquake <br /> Maximum Reactions(Ibs),Bearing Capacities(Ibs)and Bearing Lengths(in): All LC's are listed in the Analysis output <br /> Load combinations: ASCE 7-10 / IBC 2015 <br /> f 16 413' k CALCULATIONS <br /> Deflection: EI = 1100e06 lb-in2 <br /> -- -- - - - "Live" deflection = Deflection from all non-dead loads (live, wind, snow.,) <br /> Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. <br /> 1' 15 88' Design Notes: <br /> 1 WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2015),the National <br /> Unfactored: Design Specification(NDS 2015),and NDS Design Supplement <br /> Dead 1187 7 8: 2 Please venfy that the default deflection limits are appropnate for your application <br /> Live 1869 1131 3 SCL-BEAMS(Structural Composite Lumber) the attached SCL selection is for preliminary design only For final member <br /> Factored: design contact your local SCL manufacturer <br /> Total 3056 1914 4 Size factors vary from one manufacturer to another for SCL materials They can be changed in the database editor <br /> Bearing: <br /> Capacity 5 FIRE RATING LVL,PSL and LSL are not rated for fire endurance <br /> Beam 18375 18375 <br /> Support 15312 15312 <br /> Des ratio <br /> Beam 0.17 0.10 <br /> Support 0.20 0.13 <br /> Load comb #2 #2 <br /> Length 3.50 3.50 <br /> Min reg'd 0.70•* 0.50* <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Cb support 1 00 1 00 <br /> Fcp sup 625 025 <br /> 'Minimum bearing length setting used 1/2"for end supports <br /> "Minimum bearing length governed by the required width of the supporting member <br /> PSL,PSL,2.2E,7"x9-112" <br /> Supports All-Lumber Stud Wall,D Fir-L Stud <br /> Total length 15 83',Clear span 15,83',volume=7 3 cu ft <br /> Lateral support top=full bottom=full, <br /> Analysis vs.Allowable Stress and Deflection using NDS 2015: <br /> Criterion Analysis Value Design Value Unit Analysis/Design <br /> Shear fv = 69 Fe' = 290 psi fv/Fv' = 0.24 <br /> Bending(+) fb = 2043 Fb' - 2975 psi fb/Fb' = 0.69 <br /> Live Defi'n 0.36 = L/525 0 53 - L/360 in 0.68 <br /> Total Defl'n 0.59 = L,324 0.79 = L/140 in 0.74 <br /> b <br />