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• • <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> White Beam�a Bed 2& 1 <br /> B-04 Prepared by: KAD Date:5/06/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 13.0 inz R2=5.6 in2 (1.5) DL Defl= 0.12 in Recom Camber=0.17 in <br /> Data Beam Span 13.27 ft Reaction 1 LL 6698# Reaction 2 LL 2825# <br /> Beam Wt per ft 14.94# Reaction 1 TL 8471 # Reaction 2 TL 3631 # <br /> Bm Wt Included 198# Maximum V 8471 # <br /> Max Moment 13667'# Max V(Reduced) 7989# <br /> TL Max Defl L/240 TL Actual Defl L/407 <br /> LL Max Defl L i 360 LL Actual Defl L/577 <br /> Attributes Section (in3 Shear inz TL Defl in LL Defl <br /> Actual 123.00 61.50 0.39 0.28 <br /> Critical 68.33 49.93 0.66 0.44 <br /> Status OK OK OK OK <br /> Ratio 56% 81% 59% 62% <br /> Fb( si) Fv( si) E ( si x mil) Fc�( si) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adjustments 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:374 Uniform TL: 468 =A <br /> Point LL Point TL Distance <br /> 4560 B=5700 1.0 <br /> Uniform Load A <br /> Pt loads: ❑B <br /> 0 � <br /> R1 =8471 R2=3631 <br /> SPAN= 13.27 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ,. <br /> � � <br />