Laserfiche WebLink
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 D Date <br />Loading Diagram - Beam Length= 10 <br />51/4x11 7/8 - PSL WS 2.OE <br />Bending at 82% <br />PASSES <br />3/4/2020 <br />B <br />JA <br />R1 R2 <br />Loads and Locations Including Beam Self -Weight - (LL / TL) <br />Load B Load G Load H <br />360 / 450 4,785 / 8,054 601 / 1,177 <br />Start: 6 At 6 At 6 <br />End: 10 <br />MomentMax = ShearMax = Reaction 1 LL= 2,442 Reaction 2 LL= 4,384 Beam Length = 10 <br />24,476 at 6.00 6,911 at 10.00 Reaction 1 TL= 3,984 Reaction 2 TL= 6,911 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 7/8 182 % 57 % 0.145 43 % L/830 10.241 48 % <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 />