Laserfiche WebLink
. <br /> BeamChek v2074 licensed to:Duane Rowett Reg#2308-64256 <br /> Kepford carport re-build shed beam <br /> M-3 Prepared by:JCR Date:7/15/16 <br /> Selection 4x 12 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.0 inz R2=2.0 in2 (1.5) DL Defl= 0.10 in <br /> Data Beam Span 13.5 ft Reaction 1 LL 844# Reaction 2 LL 844# <br /> Beam Wt per ft 9.57# Reaction 1 TL 1246# Reaction 2 TL 1246# <br /> Bm Wt Included 129# Maximum V 1246# <br /> Max Moment 4205'# Max V(Reduced) 1073# <br /> TL Max Defl L/240 TL Actual Defl L/673 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3 Shear(in2 TL Defl in LL Defl <br /> Actual 73.83 39.38 0.24 0.14 <br /> Critical 50.97 8.94 0.68 0.45 <br /> Status OK OK OK OK <br /> Ratio 69% 23% 36% 31% <br /> Fb (psi) Fv(psi) E ( si x mil) Fc�( si) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 990 180 1.6 625 <br /> Adiustments CF Size Factor 1.100 <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: 125 Uniform TL: 175 =A <br /> Uniform Load A <br /> � <br /> 0 0 <br /> R1 = 1246 R2= 1246 <br /> SPAN = 13.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />