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. <br /> i + � <br /> BeamChek v2014 licensed to:Design Lines, lnc. Reg#2308 64256 <br /> White Beam Qa Dining& Kitchen <br /> B-01 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=5.0 in2R2= 11.1 in2 (1.5) DL Defl= 0.19 in Recom Camber=0.28 in <br /> Data Beam Span 16.25 Reaction 1 LL 2516# Reaction 2 LL 5673# <br /> Beam Wt per ft 14.94 # Reaction 1 TL 3266# Reaction 2 TL 7213# <br /> Bm Wt Included 243 # Maximum V 7213# <br /> ��� Max Moment 14504'# Max V (Reduced) 6845# <br /> � TL Max Defl L/240 TL Actual Defl L/317 <br /> LL Max Defl L/360 LL Actual Defl L/455 <br /> Attributes Section (in3) Shear in2) TL Defl (in) LL Defl <br /> _ —___ — - --- --. _ _ _ <br /> Actual 123.00 61.50 0.62 0.43 <br /> Critical 72.52 42.78 0.81 0.54 <br /> Status OK OK OK OK . <br /> Ratio 59% 70% 76% 79% <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 /> 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:282 Uniform TL: 353 =A <br /> Point Ll_ Point TL Distance <br /> __ __ __ --- - --- - <br /> 3600 B-4500 15.25 <br /> Uniform Load A <br /> Pt loads: 0 <br /> 0 � <br /> R1 =3266 R2=7213 <br /> SPAN= 16.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ���. <br /> _� <br />