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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 DOOR HEADERS <br /> BEAM J Prepared by:AHC Date:7/06/22 <br /> Selection 5-1/2x 9 1.8E RB Rosboro X-Beam GLB Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.7 in2 R2=6.5 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 8.5 ft Reaction 1 LL 2549# Reaction 2 LL 3454# <br /> Beam Wt per ft 12.03# Reaction 1 TL 3075# Reaction 2 TL 4219# <br /> Bm Wt Included 102# Maximum V 4219# <br /> Max Moment 8272'# Max V(Reduced) 3790# <br /> TL Max Defl L/240 TL Actual Defl L/519 <br /> LL Max Defl L/360 LL Actual Defl L/689 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Deft <br /> Actual 74.25 49.50 0.20 0.15 <br /> Critical 41.36 21.45 0.43 0.28 <br /> Status OK OK OK OK <br /> Ratio 56% 43% 46% 52% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (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:480 Uniform TL: 560 =A <br /> Point LL Point TL Distance <br /> 1923 B=2432 6.25 <br /> Uniform Load A <br /> Pt loads: <br /> 0 <br /> R1 =3075 R2=4219 <br /> SPAN=8.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> e 121.- <br />