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Beam Helper 1.0 www.beamhelper.com <br />Company Home Design Member Selection 5 1/8 x 9 - Glue Lam DFL V4 <br />By Dennis Controlling Factor Bending at 98% <br />Project 2573 Selected Member PASSES <br />Beam ID K Date 3/4/2020 <br />Loading Diagram - Beam Length= 10.5 <br />C <br />B <br />JA <br />Fi❑ <br />R1 R2 <br />Loads and Locations Including Beam Self -Weight - (LL / TL) <br />Load B Load C Load G Load H <br />420 / 525 520 / 650 404 / 734 1,715 / 3,311 <br />Start: 3 Start: 6 At 6 At 3 <br />End:6 End: 10.5 <br />MomentMax = ShearMax = Reaction 1 LL= 2,620 Reaction 2 LL= 3,099 Beam Length = 10.5 <br />13,518 at 4.73 4,287 at 10.50 Reaction 1 TL= 4,154 Reaction 2 TL= 4,287 R2 at 10.5 <br />Selected Member Includina Beam Self-Weiaht <br />Glue Lam DFL V4 Be Fbing Shear LL/def LL/360 E LL Ratio TL/def TL/240 E <br />5 1 /8 x 9 <br />98 % <br />53 % <br />0.312 <br />89 % <br />L/403 <br />0.478 <br />91 <br />Member Species <br />Fb <br />Fv <br />E <br />Glue Lam DFL V4 <br />Base = 2400 <br />265 <br />1.8 <br />Size =51/8x9 <br />Fb Factor = 1.000 Adjusted Fb = 2,400 <br />References: 2015 NDS, AWC DA No. 6, and Manufacturers Specifications <br />