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BeamChek v2006 licensed to:architectural design associates Reg#6181-65868 <br /> Mullen Garage&Breezeway roof beam <br /> Bm#2 Date:8115/22 <br /> Selection 6x 10 HF#2 Lu =0.0 Ft <br /> Conditions Wet Use, NDS 2001 <br /> Min Bearing Area R1=4.9 in R2=4.9 in <br /> Data Beam Span 8.0 ft <br /> Beam Wt per ft 12.7# Reaction 1 TL 1331 # Reaction 2 TL 1331 # <br /> Bm Wt Included 102# Maximum V 1331 # <br /> Max Moment 2662'# Max V(Reduced) 1067# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> Attributes Section (in') Shear inz TL DO in <br /> Actual 82.73 52.25 0.07 <br /> Critical 47.32 11.44 0.40 <br /> Status OK OK OK <br /> Ratio 57% 22% 18% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Base Values 675 140 1.1 405 <br /> Base Adjusted 675 140 1.1 271 <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 0.67 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Uniform TL: 320 =A <br /> Uniform Load A <br /> Q <br /> R1 = 1331 R2= 1331 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />