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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Schiffman <br /> basement beam 3 Prepared by: DT Date:3/20/15 <br /> Selection (2)2x 10 HF#2 <br /> Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5) DL Defl0.04 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 960# Reaction 2 LL 960# <br /> Beam Wt per ft 6.74# Reaction 1 TL 1700# - Reaction 2 TL 1700# <br /> Bm Wt Included 40# Maximum V 1700# <br /> Max Moment 2550'# Max V(Reduced) 1263# <br /> TL Max Defl L/240 TL Actual Defl L/922 <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 0.08 0.04 <br /> Critical 32.73 12.63 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 77% 46% 26% 18% <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:320 Uniform TL: 560 =A <br /> Uniform Load A <br /> R1 =1700 R2= 1700 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 4� ,r <br />