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COMPANY <br /> <br /> <br /> <br /> <br />Jan. 17, 2025 20:50 <br />PROJECT <br /> <br /> <br /> <br /> <br />Header1.wwb <br />Design Check Calculation Sheet <br />WoodWorks Sizer 2019 (Update 3) <br />Loads: <br />Load Type Distribution Pat- Location [ft] Magnitude Unit <br /> tern Start End Start End <br />Load1 Dead Full UDL 70.0 plf <br />Load2 Construction Full UDL 70.0 plf <br />Self-weight Dead Full UDL 12.4 plf <br />Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : <br />16.09' <br />16.048'0' <br />Unfactored: <br /> Dead 663 663 <br /> Live 563 563 <br />Factored: <br /> Total 1226 1226 <br />Bearing: <br /> Capacity <br /> Beam 1719 1719 <br /> Support 1719 1719 <br /> Des ratio <br /> Beam 0.71 0.71 <br /> Support 0.71 0.71 <br /> Load comb #2 #2 <br /> Length 0.50* 0.50* <br /> Min req'd 0.50* 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 625 625 <br />*Minimum bearing length setting used: 1/2" for end supports <br />6x10 Header-1 <br /> Timber-soft, D.Fir-L, No.2, 6x10 (5-1/2"x9-1/2") <br />Supports: All - Timber-soft Beam, D.Fir-L No.2 <br />Total length: 16.06'; Clear span: 16.0'; Volume = 5.8 cu.ft.; Beam or stringer <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 Analysis Value Design Value Unit Analysis/Design <br /> Shear fv = 32 Fv' = 212 psi fv/Fv' = 0.15 <br /> Bending(+) fb = 712 Fb' = 1094 psi fb/Fb' = 0.65 <br /> Live Defl'n 0.20 = L/941 0.53 = L/360 in 0.38 <br /> Total Defl'n 0.57 = L/340 0.80 = L/240 in 0.70 <br />2010 & 2012 N Bush Ave, <br />#100 and #1012/21/2025