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BeamChek v2006 licensed to:architectural design associates Reg#6181-65868 <br /> Mullen Garage&Breezeway Garage header <br /> Bm#1 Date: 8/15/22 <br /> Selection 6x 12 HF#1 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=6.3 in R2=6.3 in <br /> Data Beam Span 12.0 ft <br /> Beam Wt per ft 15.37# Reaction 1 TL 2564# Reaction 2 TL 2564# <br /> Bm Wt Included 184# Maximum V 2564# <br /> Max Moment 7693 # Max V(Reduced) 2155# <br /> TL Max Deft L/240 TL Actual DO L/655 <br /> Attributes Section W) Shear(in2 TL DO (in) <br /> Actual 121.23 63.25 0.22 <br /> Critical 87.92 23.09 0.60 <br /> Status OK OK OK <br /> Ratio 73% 36% 37% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc L (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 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: 412 =A <br /> Uniform Load A <br /> Q <br /> RI =2564 R2=2564 <br /> SPAN= 12 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />