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Beam Helper 1.0 www.beamhelper.com <br />Company Home Design <br />Member Selection <br />By Dennis <br />Controlling Factor <br />Project 2573 <br />Selected Member <br />Beam ID I <br />Date <br />Loading Diagram - Beam Length= 6 <br />B <br />1 3/4 x 11 7/8 - LVL 2.0E Microllam <br />Shear at 42% <br />PASSES <br />3/4/2020 <br />JA <br />R1 R2 <br />Loads and Locations Including Beam Self -Weight - (LL / TL) <br />Load B <br />430 / 740 <br />Start: 3 <br />End: 6 <br />MomentMax = ShearMax = Reaction 1 LL= 323 Reaction 2 LL= 968 Beam Length = 6 <br />1,892 at 3.75 1,651 at 6.00 Reaction 1 TL= 541 Reaction 2 TL= 1,651 R2 at 6 <br />Selected Member Including Beam Self -Weight <br />LVL 2.0E Microllam BeFdbing S Fear <br />[��760 E <br />LL Ratio TL/def TL/240 E <br />1 3/4 x 11 7/8 <br />Member Species <br />Fb <br />Fv <br />E <br />21 % 42 % 110.013 6 % L/5,564 10.023 8 <br />LVL 2.0E Microllam <br />Base = 2600 <br />285 <br />2.0 <br />Size = 1 3/4 x 11 7/8 <br />Fb Factor = 1.001 Adjusted Fb = 2,603 <br />References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications <br />