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r 6 • <br /> Peter Chopelas PE <br /> BeamChek v2019 licensed to:Peter Chopelas,PE Reg#5508-68695 <br /> Eberheart rear kit roof support beam <br /> Prepared by:PAC Date:7/15/22 <br /> Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.3 in2 R2=5.3 in2 (1.5)DL Defl= 0.28 in Recom Camber=0.42 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 2100# Reaction 2 LL 2100# <br /> Beam Wt per ft 13.08# Reaction 1 TL 3452# Reaction 2 TL 3452# <br /> Bm Wt Included 183# Maximum V 3452# <br /> Max Moment 12080'# Max V(Reduced) 3020# <br /> TL Max Defl L/240 TLActual Defl L/294 <br /> LL Max Defl L/360 LL Actual Defl L/577 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 94.17 53.81 0.57 0.29 <br /> Critical 52.52 16.41 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 56% 31% 82% 62% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2760 276 1.8 650 <br /> Adjustments Cv Volume 1.000 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 480 =A <br /> Uniform Load A <br /> / \ Z <br /> R1=3452 R2=3452 <br /> SPAN=I4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> "6IB <br />