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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 ADDITION HEADERS <br /> BEAM D 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=3.8 in2 R2=3.7 in2 (1.5)Di_Defl= 0.02 in <br /> Data Beam Span 5.13 ft Reaction 1 LL 1698# Reaction 2 LL 1637# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2387# Reaction 2 TL 2314# <br /> Bm Wt Included 40# Maximum V 2387# <br /> Max Moment 3057'# Max V(Reduced) 1671 # <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(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.05 0.03 <br /> Critical 33.97 13.92 0.26 0.17 <br /> Status OK OK OK OK <br /> Ratio 68% 43% 18% 17% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (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: 163 Uniform TL: 324 =A <br /> Par Unif LL Par Unif TL Start End <br /> 200 H=250 0 5.0 <br /> 300 I=350 0 5.0 <br /> H <br /> Uniform Load A <br /> Q <br /> R12387 R2=2314 <br /> SPAN=5.125 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />