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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 BEAM <br /> BEAM H Prepared by:AHC Date:6/24/22 <br /> Selection 3-1/2x 13-1/2 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.6 in2 R2=4.6 in2 (1.5)DL Defl= 0.18 in <br /> Data Beam Span 18.0 ft Reaction 1 LL 2385# Reaction 2 LL 2385# <br /> Beam Wt per ft 11.48# Reaction 1 TL 2965# Reaction 2 TL 2965# <br /> Bm Wt Included 207# Maximum V 2965# <br /> Max Moment 13344'# Max V(Reduced) 2595# <br /> TL Max Defl L/240 TL Actual Defl L/327 <br /> LL Max Defl L/360 LL Actual Defl L/446 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Deft <br /> Actual 106.31 47.25 0.66 0.48 <br /> Critical 66.72 14.69 0.90 0.60 <br /> Status OK OK OK OK <br /> Ratio 63% 31% 73% 81% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc i (psi) <br /> Values Reference Values 2400 265 1.8 650 <br /> Adjusted Values 2400 265 1.8 650 <br /> Adjustments Cv Volume 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 <br /> Loads Uniform LL:265 Uniform TL: 318 =A <br /> Uniform Load A <br /> R1 =2965 R2=2965 <br /> SPAN= 18 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />