Laserfiche WebLink
BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Front Porch Roof <br /> R-02 Prepared by: KAD Date:3/06/15 <br /> Selection 6x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.5 int R2=1.5 inz (1.5) DL Defl= 0.13 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 647# Reaction 2 LL 647# <br /> Beam Wt per ft 10.02# Reaction 1 TL 963# Reaction 2 TL 963# <br /> Bm Wt Included 115# Maximum V 963# <br /> Max Moment 2769'# Max V(Reduced) 859# <br /> TL Max DO L/240 TL Actual DO L!453 <br /> LL Max Defl L/360 LL Actual DO L/785 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL Defl <br /> Actual 51.56 41.25 0.30 0.18 <br /> Critical 44.31 7.58 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 86% 18% 53% 46% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 750 170 1.3 625 <br /> Ad'usted Values 750 170 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:113 Uniform TL: 158 =A <br /> Uniform Load A <br /> 0 <br /> R1 =963 R2=963 <br /> SPAN=11.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />