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4. <br /> BeamChek v2013 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Khan <br /> side porch roof beam Date:6/19/14 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.04 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 228# Reaction 2 LL 228# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 332# Reaction 2 TL 332# <br /> Brr Wt Included 26# Maximum V 332# <br /> Max Moment 539'# Max V(Reduced) 285# <br /> TL Max Defl L/240 TL Actual Defl L/891 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.09 0.05 <br /> Critical 5.09 2.48 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 34% 15% 27% 24% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_l_(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1271 173 1.3 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.15 1.15 <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: 70 Uniform TL: 98 =A <br /> C <br /> Uniform Load A <br /> R1 =332 R2=332 <br /> SPAN =6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 3 <br />