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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 JOISTS UNDER PORCH POST <br /> BEAM P Prepared by:AHC Date:6/24/22 <br /> Selection 5-1/2x 9-1/4 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=3.7 in2 R2=3.1 in2 (1.5)DL Defl= 0.18 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 1923# Reaction 2 LL 1582# <br /> Beam Wt per ft 12.37# Reaction 1 TL 2432# Reaction 2 TL 2008# <br /> Bm Wt Included 173# Maximum V 2432# <br /> Max Moment 12677'# Max V(Reduced) 2351 # <br /> TL Max Defl L/240 TL Actual Deft L/265 <br /> LL Max Defl L/360 LL Actual Defl L/369 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 78.43 50.88 0.63 0.46 <br /> Critical 63.39 13.31 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 81% 26% 91% 98% <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:80 Uniform TL: 93 =A <br /> Point LL Point TL Distance <br /> 2385 B=2965 6.0 <br /> Uniform Load A <br /> Pt loads: El <br /> R1 =2432 R2=2008 <br /> SPAN=14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 0 } 22 <br />