Laserfiche WebLink
Albert H Cohen Design Company <br /> 330 Dayton St.Suite 6 Edmonds WA 98020 <br /> BeamChek v2022 licensed to:Al Cohen Design Company Reg#9229-69387 <br /> REILLY RESIDENCE SIDE PORCH BEAM <br /> BEAM I Prepared by:AHC Date:6/24/22 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=_1.2 in2 R2=1.2 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 600# Reaction 2 LL 600# <br /> Beam Wt per ft 6.17# Reaction 1 TL 731 # Reaction 2 TL 731# <br /> Bm Wt Included 62# Maximum V 731 # <br /> Max Moment 1827'# Max V(Reduced) 643# <br /> TL Max Defl L/240 TL Actual Defl L/597 <br /> LL Max Defl L/360 LL Actual Defl L/792 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defi <br /> Actual 30.66 25.38 0.20 0.15 <br /> Critical 18.74 5.35 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 61% 21% 40% 45% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments 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 <br /> Loads Uniform LL:120 Uniform TL: 140 =A <br /> Uniform Load A <br /> R1 =731 R2=731 <br /> SPAN= 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />