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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Schiffman <br /> basement beam 1 Prepared by: DT Date:3/20/15 <br /> Selection (4)2x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.4 in2 R2=4.4 in2 (1.5) DL Defl= 0.09 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 1307# Reaction 2 LL 1589# <br /> Beam Wt per ft 13.49# Reaction 1 TL 2098# Reaction 2 TL 2771 # <br /> Bm Wt Included 121 # Maximum V 2771 # <br /> Max Moment 6695'# Max V(Reduced) 2329# <br /> TL Max Defl L/240 TL Actual Defl L/604 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 85.56 55.50 0.18 0.09 <br /> Critical 81.15 19.41 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 95% 35% 40% 29% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 990 180 1.6 625 <br /> Adjustments CF Size Factor 1.100 <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: 160 Uniform TL: 200 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 656 B= 1148 4.0 160 H=360 4.0 9.0 <br /> H <br /> Uniform Load A <br /> Pt loads: B <br /> 0 0 <br /> R1 =2098 R2=2771 <br /> SPAN=9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />