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Mt tf - <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Schiffman <br /> main floor beam at kitche Prepared by: DT Date 3/20/15 <br /> Selection (3)2x 8 HF#2 Lu=0.0 Ft <br /> Conditions. NDS 2012 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl 0.10 in <br /> Data Beam Span 8.2 ft Reaction 1 LL 656# Reaction 2 LL 656# <br /> Beam Wt per ft 7.93# Reaction 1 TL 1181 # Reaction 2 TL 1181 # <br /> Bm Wt Included 65# Maximum V 1181 # <br /> Max Moment 2420'# Max V(Reduced) 1007# <br /> TL Max Defl L/240 TL Actual Defl L/511 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 39.42 32.63 0.19 0.09 <br /> Critical 28.47 10.07 0.41 0.27 <br /> Status OK OK OK OK <br /> Ratio 72% 31% 47% 32% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1020 150 1.3 405 <br /> Adjustments . CF Size Factor 1.200 <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: 280 =A <br /> Uniform Load A <br /> 0 0' <br /> R1 = 1181 R2= 1181 <br /> SPAN=8.2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />