Laserfiche WebLink
BeamChek v2006 licensed to:architectural design associates Reg#6181-65868 <br /> Mullen Garage&Breezeway roof beam <br /> Bm#3 Date:8/15/22 <br /> Selection 6x 1Q HF#2 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1= 1.0 in R2= 1.0 in' <br /> Data Beam Span 3.75 ft <br /> Beam Wt per ft 12.7# Reaction 1 TL 399# Reaction 2 TL 399# <br /> Bm Wt Included 48# Maximum V 399# <br /> Max Moment 374'# Max V(Reduced) 230# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear in TL Deft(in) <br /> Actual 82.73 52.25 0.00 <br /> Critical 6.65 2.47 0.19 <br /> Status OK OK OK <br /> Ratio 8% 5% 1% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Base Values 675 140 1 A 405 <br /> Base Ad'usted 675 140 1.1 405 <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: 200 =A <br /> Uniform Load A <br /> 0 Q <br /> R 1 =399 R2=399 <br /> SPAN =3.75 FT <br /> Uniform and partial uniform loads are ibs per lineal ft. <br />