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• <br /> • BeamChek v2014 licensed to;Design Lines, Inc. Reg#2308-64256 <br /> NW Dreambuilder 3068 Dr Hdr <br /> M-03 Prepared by: KAD Date: 11/18/16 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.4 in2 R2=0.4 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 3.25 ft Reaction 1 LL 102# Reaction 2 LL 102# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 149# Reaction 2 TL 149# <br /> Bm Wt Included 13# Maximum V 149# <br /> Max Moment 121 '# Max V(Reduced) 107# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.00 <0.01 <br /> Critical 1.31 1.07 0.16 0.11 <br /> Status OK OK OK OK <br /> Ratio 9% 6% 3% 3% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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:63 Uniform TL: 88 =A <br /> Uniform Load A <br /> R 1 = 149 R2=149 <br /> SPAN =3.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 33 <br />