Laserfiche WebLink
BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Roof Bm @ Side <br /> R-01 Prepared by:KAD Date:8/24/16 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.6 int R2=2.6 inz (1.5) DL Defl= 0.05 in <br /> Data Beam Span 6.58 ft Reaction 1 LL 1152# Reaction 2 LL 1152# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1632# Reaction 2 TL 1632# <br /> Bm Wt Included 41 # Maximum V 1632# <br /> Max Moment 2685'# Max V(Reduced) 1333# <br /> TL Max DefI L/240 TL Actual Defl L/586 <br /> LL Max Defl L/360 LL Actual DO L/953 <br /> Attributes Section (in3) Shear int TL DO(in) LL Defl <br /> Actual 30.66 25.38 0.13 0.08 <br /> Critical 27.54 11.11 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 90% 44% 41% 38% <br /> Fb(psi) Fv psi E(psi x mil Fc psi <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments CF Size Factor 1.300 <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:350 Uniform TL: 490 =A <br /> Uniform Load A <br /> R1 = 1632 R2= 1632 <br /> SPAN=6.58 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />