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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 NORTH PORCH RIM <br /> BEAM 0 Prepared by:AHC Date:6/24/22 <br /> Selection 4x 10 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 Deft= 0.03 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 600# Reaction 2 LL 600# <br /> Beam Wt per ft 7.87# Reaction 1 TL 739# Reaction 2 TL 739# <br /> Bm Wt Included 79# Maximum V 739# <br /> Max Moment 1848'# Max V(Reduced) 625# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.10 0.07 <br /> Critical 20.54 5.21 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 41% 16% 20% 22% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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 /> L. Uniform Load A <br /> R1 =739 <br /> R9 <br /> SPAN=10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />