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• - <br /> BeamChek v2014 licensed to:Design Lines, lnc. Reg#230 -64256 <br /> White Beam @ Bed 2& 1 <br /> B-04 . Prepared by: KAD Date: 2/24/16 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.5 in2R2= 12.9 in2 (1.5) DL Defl= 0.11 in Recom Camber=0.16 in <br /> Data Beam Span 13.0 ft Reaction 1 LL 2782# Reaction 2 LL 6640# <br /> Beam Wt per ft 14.94# Reaction 1 TL 3574# Reaction 2 TL 8397# <br /> Bm Wt Included 194# Maximum V 8397# <br /> / Max Moment 13247'# Max V(Reduced) 7915# <br /> �' TL Max Defl L/240 TL Actua� Defl L/428 <br /> LL Max Defl L/360 LL Actual Defl L/607 <br /> Attributes Section in3 Shear in2 TL Defl in LL Defl <br /> ----�,_-�-- _-�— - -�----_ __ - -------_ ____ . . --- ------ <br /> Actual 123.00 61.50 0.36 0.26 <br /> Critical 66.24 49.47 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 54% 80% 56% 59% <br /> Fb (psi) Fv si)_ 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 /> 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 12.0 <br /> Uniform Load A <br /> Pt loads: ❑B <br /> 0 � <br /> R1 =3574 R2=8397 <br /> SPAN= 13 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ;�� , <br />