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• � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> White Beam @ Liv& Ba <br /> B-02 Prepared by: KAD Date:5/06/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DFlDF Lu=0.0 Ft � <br /> Conditrons NDS 2012 <br /> Min Bearing Area R1=5.1 in2 R2=8.4 inz (1.5) DL Defl= 0.06 in Recom Camber=0.09 in <br /> Data Beam Span 10.6 ft Reaction 1 LL 2572# Reaction 2 LL 4311 # <br /> Beam Wt per ft 14.94# Reaction 1 TL 3294# Reaction 2 TL 5468# <br /> Bm Wt Included 158# Maximum V 5468# <br /> Max Moment 11158'# Max V (Reduced) 4981 # <br /> TL Max Defl L/240 TL Actual Defl L/649 <br /> LL Max Defl L/360 LL Actual Defl L/914 <br /> Attributes Section in3 Shear inz TL Defl (in) LL Defl <br /> Actual 123.00 61.50 0.20 0.14 <br /> Critical 55.79 31.13 0.53 0.35 <br /> Status OK OK OK OK <br /> Ratio 45% 51% 37% 39% <br /> Fb(psi) 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 /> Ad/ustments 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:378 Uniform TL: 472 =A <br /> Point LL Point TL Distance <br /> 2880 B=3600 8.5 <br /> Uniform Load A <br /> Pt loads: ❑B—� <br /> � 0 <br /> R1 =3294 R2=5468 <br /> SPAN= 10.6 FT <br /> Uniform and partial uniform loads are Ibs per lineal it. <br /> � p� �" <br />