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• , � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#230 -64256 <br /> White Bearing Wall�a Hall <br /> B-07 Prepared by: KAD Date:2/24/16 <br /> Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.5 in2 R2= 5.5 in2 (1.5) DL Defl= 0.10 in Recom Camber=0.14 in <br /> Data Beam Span 11.75 ft Reaction 1 LL 2820# Reaction 2 LL 2820# <br /> Beam Wt per ft 13.08# Reaction 1 TL 3602# Reaction 2 TL 3602# <br /> � Bm Wt Included 154# Maximum V 3602# <br /> yf Max Moment 10580'# Max V (Reduced) 3065# <br /> TL Max Defl L/240 TL Actual Defl L/431 <br /> LL Max Defl L/360 LL Actual Defl L/611 <br /> Attributes Section (in3) Shear(inz) TL Defl (in)___ LL Defl <br /> —. _ —___---___ - --- _.. <br /> Actual 94.17 53.81 0.33 0.23 <br /> Critical 52.90 19.16 0.59 0.39 <br /> Status OK OK OK OK <br /> Ratio 56% 36% 56% 59% <br /> Fb ( si) Fv (psi) E (psi x mil) Fc�(psi)_ ___ _ <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le =0.00 Ft <br /> Loads Uniform LL:480 Uniform TL: 600 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =3602 R2=3602 <br /> SPAN = 11.75 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> � <br /> ,4 � <br />