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1 (!2 d a ,ice'.. <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Schiffman <br /> basement beam$ Prepared by: DT Date:3/20/15 <br /> Selection 3-1/2x 9-1/4 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.6 in2 R2=4.4 in2 (1.5) DL Defl= 0.28 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 1654# Reaction 2 LL 1882# <br /> Beam Wt per ft 10.12# Reaction 1 TL 2688# Reaction 2 TL 3291 # <br /> Bm Wt Included 111 # Maximum V 3291 # <br /> Max Moment 9501 '# Max V(Reduced) 2852# <br /> TL Max Defl L/240 TL Actual Defl L/243 <br /> LL Max Defl L/360 LL Actual Defl L/506 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.54 0.26 <br /> Critical 38.19 14.75 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 77% 46% 99% 71% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 2900 290 2.0 750 <br /> Adjusted Values 2985 290 2.0 750 <br /> Adjustments CF Size Factor 1.029 <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 11.0 <br /> H <br /> Uniform Load A <br /> Pt loads: B <br /> R1 =2688 R2=3291 <br /> SPAN=11 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />