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BeamChek v2006 licensed to:architectural design associates Reg#6181-65668 <br /> Mullen Garage&Breezeway header <br /> Bm#4 Date: 8/15/22 <br /> Selection 4x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1= 1.1 in R2= 1.1 in2 <br /> Data Beam Span 3.0 ft <br /> Beam Wt per ft 4.68# Reaction 1 TL 427# Reaction 2 TL 427# <br /> Bm Wt Included 14# Maximum V 427# <br /> Max Moment 320'# Max V(Reduced) 297# <br /> TL Max Deft L/240 TL Actual Deft L/>1000 <br /> Attributes Section (n3) Shear(in2 TL Deft (in) <br /> Actual 17.65 19.25 0.01 <br /> Critical 3.48 2.97 0.15 <br /> Status OK OK OK <br /> Ratio 20% 15% 5% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc [ (psi) <br /> Values Base Values 850 150 1.3 405 <br /> Base Ad'usted 1105 150 1.3 405 <br /> Ad'us_ �(_tments 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 Kbe=0.0 <br /> Loads Uniform TL: 280 =A <br /> Uniform Load A <br /> Z <br /> R1 =427 R2=427 <br /> SPAN=3 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />