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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 BASEMENT WINDOW NOR <br /> BEAM M Prepared by:AHC Date:6/24/22 <br /> Selection 4x 8 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.13 ft Reaction 1 LL 1909# Reaction 2 LL 1909# <br /> Beam Wt per ft 6.17# Reaction 1 TL 2548# Reaction 2 TL 2548# <br /> Bm Wt Included 32# Maximum V 2548# <br /> Max Moment 3264'# Max V(Reduced) 1947# <br /> TL Max Defl L/240 TL Actual Defl L/646 <br /> LL Max Defl L/360 LL Actual Defl L/967 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.10 0.06 <br /> Critical 30.13 16.22 0.26 0.17 <br /> Status OK OK OK OK <br /> Ratio 98% 64% 37% 37% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc l (psi) <br /> Values Reference Values 1000 180 1.7 625 <br /> Adjusted Values 1300 180 1.7 625 <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:225 Uniform TL: 338 =A <br /> Par Unif LL Par Unif TL Start End <br /> 520 H=650 0 5.13 <br /> H <br /> Uniform Load A <br /> R1 =2548 <br /> R2 548 <br /> SPAN=5.125 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 1`1 \ 22 <br />