Laserfiche WebLink
BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> KHAN <br /> WORST CASE EXST BEAMS Prepared by:DT Date: 10/29/14 <br /> Selection 4x 6 DF SELECT ROUGH Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5)DL Defl= 0.10 in <br /> Data Beam Span 7.9 ft Reaction 1 LL 995# Reaction 2 LL 995# <br /> Beam Wt per ft 4.68# Reaction 1 TL 1263# Reaction 2 TL 1263# <br /> Bm Wt Included 37# Maximum V 1263# <br /> Max Moment 2494'# Max V(Reduced) 1116# <br /> TL Max Defl L/240 TL Actual Defl L/268 <br /> LL Max Defl L/360 LL Actual Defl L/376 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.35 0.25 <br /> Critical 12.79 8.37 0.40 0.26 <br /> Status OK OK OK OK <br /> Ratio 72% 43% 90% 96% <br /> USER'S CUSTOM REF VALUES Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) <br /> Values Reference Values 1800 200 1.8 700 <br /> Adjusted Values 2340 200 1.8 700 <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:252 Uniform TL: 315 =A <br /> Uniform Load A <br /> R1 =1263 R2=1263 <br /> SPAN=7.9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />