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• <br /> 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 Existing Wall open at addition <br /> BEAM C Prepared by:AHC Date:6/24/22 <br /> Selection 5-1/2x 15 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=10.3 inz R2= 10.3 in2 (1.5)DL Defl= 0.18 in <br /> Data Beam Span 15.0 ft Reaction 1 LL 4598# Reaction 2 LL 4598# <br /> Beam Wt per ft 20.05# Reaction 1 TL 6705# Reaction 2 TL 6705# <br /> Bm Wt Included 301 # Maximum V 6705# <br /> Max Moment 25145'# Max V(Reduced) 5588# <br /> TL Max Defl L/240 TL Actual Defl L/412 <br /> LL Max Defl L/360 LL Actual Defl L/689 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 206.25 82.50 0.44 0.26 <br /> Critical 125.73 31.63 0.75 0.50 <br /> Status OK OK OK OK <br /> Ratio 61% 38% 58% 52% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 2400 265 1.8 650 <br /> Adjusted Values 2400 265 1.8 650 <br /> Adjustments Cv Volume 1.000 <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 /> 300 H=350 0 15.0 <br /> 150 I=200 0 15.0 <br /> H <br /> Uniform Load A <br /> R1 =6705 <br /> R2—6705 <br /> SPAN=15 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Notes A=Upper roof and wall <br /> H=Deck Load <br /> I=Master bedroom floor <br /> 5l2 <br />