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• • <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> NW Dreambuilder Garage Dr Hdr <br /> M-01 Prepared by: KAD Date:2/15/17 <br /> Selection 6x 10 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.4 in2 R2= 1.4 in2 (1.5) DL Defl= 0.10 in <br /> Data Beam Span 14.5 ft Reaction 1 LL 544# Reaction 2 LL 544# <br /> Beam Wt per ft 12.7# Reaction 1 TL 853# Reaction 2 TL 853# <br /> Bm Wt Included 184# Maximum V 853# <br /> Max Moment 3093'# Max V(Reduced) 760# <br /> TL Max Defl L/240 TL Actual Defl L/792 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(int) TL Defl(in) LL Defl <br /> Actual 82.73 52.25 0.22 0.12 <br /> Critical 27.50 6.71 0.73 0.48 <br /> Status OK OK OK OK <br /> Ratio 33% 13% 30% 25% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc.i(psi) <br /> Values Reference Values 1350 170 1.6 625 <br /> Adjusted Values 1350 170 1.6 625 <br /> Adjustments CF Size Factor 1.000 <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:75 Uniform TL: 105 =A <br /> Uniform Load A <br /> R1 =853 R2=853 <br /> SPAN = 14.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />