Laserfiche WebLink
51 <br /> ® Robinett Homes, LLC <br /> IW WoodWorks Seahurst Ave <br /> SOFlwA�(fOF 4YOOD DESIGN Everett,WA <br /> 2_7b Built-up Beam <br /> Mar. 16, 2023 11:13 <br /> +� <br /> r <br /> Design Check Calculation Sheet <br /> WoodWorks Sizer 2019 (Update 4) <br /> Loads: <br /> Load Type Distribution Pat- Location [ft] Magnitude lUnit <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 1bs <br /> PLL Live Point 6.00 1300 lbs <br /> Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) <br /> 14'-6.61" <br /> 01 14'-6" <br /> Unfactored- <br /> Dead 601 465 <br /> Lire 1056 826 <br /> Factored: <br /> Total 1657 1291 <br /> Bearing: <br /> Capacity <br /> Beam 4910 3824 <br /> Support 1657 1291 <br /> Des ratio <br /> Beam 0.34 0.34 <br /> Support 1.00 1.00 <br /> Load comb #2 #2 <br /> Length 0.68 0.53 <br /> Min req'd 0.68** 0.53** <br /> Cb 1.00 1.00 <br /> Cb min 1.00 1.00 <br /> Ch support 1.11 1.11 <br /> Fcp sup 625 625 <br /> "Minimum bearing length governed by the required width of the supporting member. <br /> LSL, 1.55E, 2325Fb, 3-1/2"x9-1/2" <br /> Supports:All -Timber-soft Beam, D.Fir-L(N) No.2 <br /> Total length: 14'-6.63";Clear span: 14'-5.38"; Volume=3.4 cu.ft. <br /> Lateral support:top=continuous, bottom = at supports; <br /> This section PASSES the design code check. <br />