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59 <br /> Robinett Homes, LLC <br /> Woodworks' Seahurst Ave <br /> SOFllS'nAF FOAWOOD DFsI�N Everett,WA <br /> 2_11 Garage Header <br /> Mar. 16, 2023 11:23 <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location [£t] Magnitude Unit <br /> tern Start End Start End <br /> DL Dead Full UDL 75.0 plf <br /> SL Snow Full UDL 190.0 plf <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 16-0.62" <br /> 0' 16, <br /> Unfactored- <br /> Dead 602 602 <br /> Snow 1525 1525 <br /> Factored: <br /> Total 2127 2127 <br /> Bearing: <br /> Capacity <br /> Beam 2127 2127 <br /> Support 2272 2272 <br /> Des ratio <br /> Beam 1.00 1.00 <br /> Support 0.94 0.94 <br /> Load comb #2 #2 <br /> Length 0.62 0.62 <br /> Min req'd 0.62 0.62 <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Cb support 1.07 1.07 <br /> Fcp SuR 625 625 <br /> Timber-soft, D.Fir-L (N), No.2, 6x12 (5-1/2"x11-1/2") <br /> Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length: 16-0.63"; Clear span: 15-11.38';Volume=7.1 cu.ft.; Beam or stringer <br /> Lateral support:top=continuous, bottom=at supports; <br /> This section PASSES the design code check. <br /> Analysis vs. Allowable Stress and Deflection using NDS 2018 : <br /> Criterion Analysis Value Design Value Unit Analysis/Design <br /> Shear fv = 44 Fv' = 195 psi fv/Fv' = 0.23 <br /> Bending(+) fb = 839 Fb' = 1006 psi fb/Fb' = 0.83 <br /> Dead Defl'n 0.12 = < L/999 <br /> Live Defl'n 0.31 = L/621 0.53 = L/360 in 0.58 <br /> Total Defl'n 1 0.43 = L/445 0.80 = L/240 in 0.54 <br />