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Beam Helper 1.0 www.beamhelper.com <br />Company Home Design Member Selection <br />By Dennis Controlling Factor <br />Project 2573 Selected Member <br />Beam ID H Date <br />Loading Diagram - Beam Length= 21 <br />51/4x11 7/8 - PSL WS 2.OE <br />Total Def at Cant at 76% <br />PASSES <br />3/4/2020 <br />JA <br />R1 R2 <br />Loads and Locations Including Beam Self -Weight - (LL / TL) <br />Load A <br />140 / 290 <br />Length: 21 ft <br />MomentMax = <br />ShearMax = <br />Reaction 1 LL= 1,225 <br />Reaction 2 LL= 1,715 <br />Beam Length = 21 <br />11,619 at 8.75 <br />2,422 at 17.94 <br />Reaction 1 TL= 2,296 <br />Reaction 2 TL= 3,311 <br />R2 at 18 <br />Selected Member Including Beam Self -Weight <br />PSL WS 2.0E <br />Bending <br />Fb <br />Shear <br />Fv <br />LL/def <br />LL/360 E <br />LL Ratio <br />TL/def <br />TL/240 E <br />an <br />LL/def <br />Cant <br />LL/360 <br />Cnt <br />�TLa/def <br />Cant <br />TL/240 <br />15 1 /4 x 11 7/8 J 39 °Lo� 2�°/� 0� 211 J 35 % L/1� 196 .457J[51 % 0� 105 53 % I0. 8 J 76 <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 />