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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> NW Dreambuilder Garage Dr Hdr <br /> M-01 Prepared by: KAD Date: 7/05/17 <br /> Selection 6x 10 DF-L#1 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5) DL Defl= 0.14 in <br /> Data Beam Span 16.25 ft Reaction 1 LL 508# Reaction 2 LL 508# <br /> Beam Wt per ft 12.7# Reaction 1 TL 814# Reaction 2 TL 814# <br /> Bm Wt Included 206# Maximum V 814# <br /> Max Moment 3307'# Max V(Reduced) 735# <br /> TL Max Defl L/240 TL Actual Defl L/657 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Dell (in) LL Defl <br /> Actual 82.73 52.25 0.30 0.16 <br /> Critical 29.40 6.48 0.81 0.54 <br /> Status OK OK OK OK <br /> Ratio 36% 12% 37% 29% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc_l_(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: 63 Uniform TL: 88 =A <br /> Uniform Load A <br /> R1 =814 R2=814 <br /> SPAN = 16.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />