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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 GARAGE CENTER BEAM <br /> BEAM K Prepared by:AHC Date:6/24/22 <br /> Selection 5-1/2x 12 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=8.7 inz R2=9.7 inz (1.5)DL Defl= 0.10 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 4536# Reaction 2 LL 4981# <br /> Beam Wt per ft 16.04# Reaction 1 TL 5674# Reaction 2 TL 6311 # <br /> Bm Wt Included 176# Maximum V 6311 # <br /> Max Moment 21206'# Max V(Reduced) 5805# <br /> TL Max Defl L/240 TL Actual Defl L/393 <br /> LL Max Defl L/360 LL Actual Defl L/553 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 132.00 66.00 0.34 0.24 <br /> Critical 106.03 32.86 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 80% 50% 61% 65% <br /> Fb(psi) Fv(psi) E(psi x mil) FcI(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:420 Uniform TL: 490 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1582 B=2008 7.0 200 H=250 0 7.0 <br /> 1915 C=2660 7.0 <br /> H <br /> Uniform Load A <br /> Pt loads: <br /> R 1 =5674 <br /> R2-6311 <br /> SPAN=11 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />