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Design Lines, INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence front porch bm (worst case) <br /> M-1 Prepared by:JCR Date:4/17/14 <br /> Selection 6x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.8 int R2= 1.8 in2 (1.5) DL Defl= 0.14 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 749# Reaction 2 LL 749# <br /> Beam Wt per ft 12.7 # Reaction 1 TL 1132# Reaction 2 TL 1132# <br /> Bm Wt Included 178# Maximum V 1132# <br /> Max Moment 3962'# Max V (Reduced) 1004# <br /> TL Max Defl L/240 TL Actual Defl L/526 <br /> LL Max Def I L/360 LL Actual Defl L/929 <br /> Attributes Section (in3) Shear(int) TL Defl (in) LL Defl <br /> Actual 82.73 52.25 0.32 0.18 <br /> Critical 54.33 8.86 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 66% 17% 46% 39% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc.1(psi) <br /> Values Reference Values 875 170 1.3 625 <br /> Adjusted Values 875 170 1.3 625 <br /> Adjustments CF Size Factor 1.000 <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: 107 Uniform TL: 149 =A <br /> Uniform Load A <br /> R1 = 1132 R2= 1132 <br /> SPAN = 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />