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49 <br /> Robinett Homes, LLC <br /> WoodWorks Seahurst Ave <br /> SD+TWARFSOAWOODo6it/+ Everett, WA <br /> 27 Built-up Beam <br /> Mar. 16, 2023 11:12 <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location Eft] Magnitude Unit <br /> tern Start End Start End <br /> DL Dead Full UDL 20.0 plf <br /> LL Live Full UDL 40.0 plf <br /> PDL Dead Point 6.00 775 lbs <br /> PLL Live Point 6.00 1300 lbs <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 14'-6.5" <br /> 0' 14'-6" <br /> Unfactored- <br /> Dead 601 465 <br /> Live 1055 827 <br /> Factored: <br /> Total. 1656 1292 <br /> Bearing: <br /> Capacity <br /> Beam 1719 1719 <br /> Support 1836 1836 <br /> Des ratio <br /> Beam 0.96 0.75 <br /> Support 0.90 0.70 <br /> Load comb 42 #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 1.07 1.07 <br /> Fcp sup 625 625 <br /> "Minimum bearing length setting used: 1/2"for end supports <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: 14'-6.5";Clear span: 14'-5.5";Volume=6.4 cu.ft.;Beam or stringer <br /> Lateral support:top=continuous, bottom =at supports; <br /> This section PASSES the design code check. <br />