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35 <br /> Robinett Homes, LLC <br /> WoodWorks® Seahurst Ave <br /> sovrwnu[rou vooa nrsic.v Everett, WA <br /> 1 2a Header <br /> Mar_ 16, 2023 10:33 <br /> •� <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location [ft] Magnitude Unit <br /> tern Start End Start End <br /> DL Dead Full UDL 180.0 plf <br /> LL Live Full UDL 460.0 if <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 0' 8' <br /> Unfactored• <br /> Dead 729 729 <br /> Live 1863 1863 <br /> Factored: <br /> Total 2592 2592 <br /> Bearing: <br /> Capacity <br /> Beam 2592 2592 <br /> Support 2869 2869 <br /> Des ratio <br /> Beam 1.00 1.00 <br /> Support 0.90 0.90 <br /> Load comb #2 #2 <br /> Length 1.18 1.18 <br /> Min req'd 1.18 1.18 <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Cb support 1.11 1.11 <br /> Fcp sup 625 625 <br /> Lumber-soft, D.Fir-L (N), No.1/No.2, 4x12 (3-1/2"x11-1/4") <br /> Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length:8'-1,19"; Clear span: T-10.81';Volume=2.2 cu.ft. <br /> Lateral support:top =at supports, bottom =at supports; <br /> This section PASSES the design code check. <br /> Analysis vs. Allowable Stress and Deflection using NDS 2018 : <br /> Criterion Anal sis Value Design Value Unit Analysis/Design <br /> Shear fv = 73 Fv' = 180 psi fv/Fv' - 0.41 <br /> Bending(+) fb = 832 Fb' = 921 psi fb/Fb' = 0.90 <br /> Dead Defl'n 0.01 = < L/999 <br /> Live Defl'n 0.06 = < L/999 0.27 = L/360 in 0.24 <br /> Total Defl'n 0.08 = < L/999 0.40 - L/240 in 0.19 <br />