Laserfiche WebLink
• Design Lines, Inc. <br /> (425)353-0531 <br /> BeamChek v20 i 4/icensed to:Design Lines, lnc. Reg#2308-64256 <br /> Kepford carport re-build back carport bm <br /> M-2 Prepared by:JCR Date:7/10/16 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.6 in2 R2= 1.6 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 4.5 ft Reaction 1 LL 704# Reaction 2 LL 704# <br /> Beam Wt per ft 4.68# Reaction 1 TL 996# Reaction 2 TL 996# <br /> Bm Wt Included 21 # Maximum V 996# <br /> Max Moment 1121 '# Max V(Reduced) 793# <br /> TL Max Defl L/240 TL Actual Defl L/897 <br /> LL Max Defi L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear inz) TL Defl in) LL Defl <br /> Actual 17.65 19.25 0.06 0.04 <br /> Critical 11.49 6.61 0.23 0.15 <br /> Status OK OK OK OK <br /> Ratio 65% 34% 27% 25% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 1170 180 1.6 625 <br /> Adiustments 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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:313 Uniform TL: 438 =A <br /> Uniform Load A <br /> � � <br /> R1 =996 R2=996 <br /> SPAN=4.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ��� <br />