Laserfiche WebLink
BeamChek v2017 licensed to:DESIGN LINES Reg#2999-68383 <br /> Buchanan Addition Joist Beam <br /> M-02 Prepared by. RJB Date: 1/18/19 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 7.91 ft Reaction 1 LL 1424# Reaction 2 LL 1424# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1811 # Reaction 2 TL 1811 # <br /> Bm Wt Included 62# Maximum V 1811 # <br /> Max Moment 3581 '# Max V(Reduced) 1458# <br /> TL Max Defl L/240 TL Actual Defl L/787 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.12 0.09 <br /> Critical 39.79 12.15 0.40 0.26 <br /> Status OK OK OK OK <br /> Ratio 80% 38% 31% 33% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adiustments 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:360 Uniform TL: 450 =A <br /> Uniform Load A <br /> R1 = 1811 R2= 1811 <br /> SPAN =7.91 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />