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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Schiffman <br /> basement beam 2 Prepared by: DT Date: 3/20/15 <br /> Selection (2)2x 10 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.6 in2 R2=2.2 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.6 ft Reaction 1 LL 1136# Reaction 2 LL 624# <br /> Beam Wt per ft 6.74# Reaction 1 TL 1874# Reaction 2 TL 900# <br /> Bm Wt Included 38# Maximum V 1874# <br /> Max Moment 1965'# Max V(Reduced) 1437# <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(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 42.78 27.75 0.05 0.03 <br /> Critical 25.21 14.37 0.28 0.19 <br /> Status OK OK OK OK <br /> Ratio 59% 52% 18% 15% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 150 1.3 405 <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 1.3 160 H =360 0 1.3 <br /> H <br /> Uniform Load A <br /> Pt loads: B <br /> R1 = 1874 R2=.900 <br /> SPAN=5.6 FT' <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> .,,,,,,,,7' b ,0 <br /> 4f <br />