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PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> B-� Date: 12/22/14 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> - Min Bearing Area R1=4.7 in2 R2=4.7 inz (1.5) DL Defl= 0.02 in <br /> Gata Beam Span 5.0 ft Reaction 1 LL 1863# Reaction 2 LL 1863# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2920# Reaction 2 TL 2920# <br /> Bm Wt Included 39# Maximum V 2920# <br /> Max Moment 3650'# Max V(Reduced) 2019# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.05 0.03 <br /> Critical 40.55 16.83 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 81% 52% 21% 17% <br /> Fb psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N1A <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: 745 Uniform TL: 1160 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =2920 R2 =2920 <br /> SPAN = 5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />