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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 2nd FLOOR FRD HEADER <br /> BEAM A Prepared by:AHC Date:6/23/22 <br /> Selection (2)2x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.6 in2 R2= 1.6 in2 (1.5)DL Defl= 0.04 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 664# Reaction 2 LL 664# <br /> Beam Wt per ft 5.29# Reaction 1 TL 1026# Reaction 2 TL 1026# <br /> Bm Wt Included 33# Maximum V 1026# <br /> Max Moment 1603'# Max V(Reduced) 828# <br /> TL Max Defl L/240 TL Actual Defl L/864 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 26.28 21.75 0.09 0.05 <br /> Critical 15.49 6.00 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 59% 28% 28% 23% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1242 207 1.6 625 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.15 1.15 <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:213 Uniform TL: 323 =A <br /> Uniform Load A <br /> R026R1 = 1026 <br /> SPAN=6.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />