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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 PORCH END BEAMS <br /> BEAM G Prepared by:AHC Date:6/24/22 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=0.5 in2 R2=0.5 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 200# Reaction 2 LL 200# <br /> Beam Wt per ft 4.68# Reaction 1 TL 319# Reaction 2 TL 319# <br /> Bm Wt Included 37# Maximum V 319# <br /> Max Moment 637'# Max V(Reduced) 282# <br /> TL Max Defl L/240 TL Actual Defl L/857 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 17.65 19.25 0.11 0.06 <br /> Critical 6.54 2.35 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 37% 12% 28% 22% <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:50 Uniform TL: 75 =A <br /> Uniform Load A <br /> R1 =319 R2=319 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> I01'_2 <br />