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S <br /> BeamChek v2005 licensed to:Capital Architects, Inc. Reg#2101-3006 <br /> 8015 Broadway Overhead Door <br /> Header Date: 3/19/07 <br /> Selection 6x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=4.1 in2 R2=4.1 in2 <br /> Data Beam Span 8.5 ft <br /> Beam Wt per ft 12.7# Reaction 1 TL 2583# Reaction 2 TL 2583# <br /> Bm Wt Included 108 # Maximum V 2583# <br /> Max Moment 5488'# Max V(Reduced) 2102# <br /> TL Max Defl L/240 TL Actual Defl L/731 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) <br /> Actual 82.73 52.25 0.14 <br /> Critical 75.27 18.54 0.43 <br /> Status OK OK OK <br /> Ratio 91% 35% 33% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Base Values 875 170 1.3 625 <br /> Base Adjusted 875 170 1.3 625 <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 Kbe=0.0 <br /> Loads Uniform TL: 595 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =2583 R2=2583 <br /> SPAN =8.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />