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Beam Helper 1.0 www.beamhelper.com <br />Company Home Design Member Selection 5 1/4 x 11 7/8 - PSL WS 2.0E <br />By Dennis Controlling Factor Bending at 86% <br />Project 2573 Selected Member PASSES <br />Beam ID A Date 3/4/2020 <br />Loading Diagram - Beam Length= 10 <br />C <br />B <br />I <br />JA <br />R1 R2 <br />Loads and Locations Including Beam Self -Weight - (LL / TL) <br />Load B Load C Load E <br />465 / 810 165 / 330 5,000 / 8,000 <br />Start: 0 Start: 4 At 4 <br />End:4 End: 10 <br />MomentMax = ShearMax = Reaction 1 LL= 4,785 Reaction 2 LL= 3,065 Beam Length = 10 <br />25,626 at 4.00 8,054 at 0.00 Reaction 1 TL= 8,054 Reaction 2 TL= 5,302 R2 at 10 <br />Selected Member Including Beam Self -Weight <br />PSL WS 2.0E Be ding Shear LL/def LL/360 E LL Ratio TUdef TL/240 E <br />5 1/4 x 11 7/8 186 % 67 % 0.158 47 % L/761 10.264 53 % <br />Member Species PSL WS 2.0E Size = 5 1/4 x 11 7/8 <br />Fb Base = 2900 Fb Factor = 1.001 Adjusted Fb = 2,903 <br />Fv 290 <br />E 2.0 <br />References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications <br />