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SeamChek v2006 licensed to:architectural design associates Reg#6181-65868 <br /> Mullen Garage&Breezeway roof beam <br /> Bm#5 Date: 8/15/22 <br /> Selection 6x 10 HF#1 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=2.5 in2 R2=2.5 inz <br /> Data Beam Span 8.0 ft <br /> Beam Wt per ft 12.7# Reaction 1 TL 1001 # Reaction 2 TL 1001 # <br /> Bm Wt Included 102# Maximum V 1001 # <br /> Max Moment 2302'# Max V(Reduced) 832# <br /> TL Max Defl L/240 TL Actual Defl L I>1000 <br /> Attributes Section (if Shear in TL Defl in <br /> Actual 82.73 52.25 0.05 <br /> Critical 26.30 8.92 0.40 <br /> Status OK OK OK <br /> Ratio 32% 17% 12% <br /> Fb(psi) Fv{psi) E(psi x mil) Fc (psi) <br /> Values Base Values 1050 140 1.3 405 <br /> Base Adjusted 1050 140 1.3 405 <br /> Adjustments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Uniform TL: 200 =A <br /> Point TL Distance <br /> B=300 4.0 <br /> Uniform Load A <br /> Pt loads: <br /> R1 = 1001 R2= 1001 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />