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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 E Prepared by:AHC Date:6/24/22 <br /> Selection ( (2)2x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area- R1=0.7 in2 R2=0.7 in2 (1.5)DL Defl= <0.01 in. <br /> Data Beam Span 4.13 ft Reaction 1 LL 371# Reaction 2 LL 371 # <br /> Beam Wt per ft 4.01 # Reaction 1 TL 441# Reaction 2 TL 441# <br /> Bm Wt Included 17# Maximum V 441# <br /> Max Moment 455'# Max V(Reduced) 343# <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 15.13 16.50 0.02 0.02 <br /> Critical 4.67 2.86 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 31% 17% 11% 13% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <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: 180 Uniform TL: 210 =A <br /> Uniform Load A <br /> R1 =441 R2=441 <br /> SPAN=4.125 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 6/22 <br />