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• • <br /> worst case deck beam loading <br /> Peter Chopelas PE <br /> BeamChek v2019 licensed to:Peter Chopelas,PE Reg#5508-68695 <br /> Eberhardt deck beam <br /> Prepared by:PAC Date:2/18/22 <br /> Selection 4x 12 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015,Wet Use <br /> Min Bearing Area R1=8.4 in2 R2=8.4 in2 (2.0)DL Defl= 0.03 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 1920# Reaction 2 LL 1920# <br /> Beam Wt per ft 9.57# Reaction 1 TL 2278# Reaction 2 TL 2278# <br /> Bm Wt Included 77# Maximum V 2278# <br /> Max Moment 4557'# Max V(Reduced) 1744# <br /> TL Max Defl L/180 TL Actual Defl L/769 <br /> LL Max Defl L/240 LL Actual Defl L/>1000 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 73.83 39.38 0.12 0.09 <br /> Critical 58.48 17.98 0.53 0.40 <br /> Status OK OK OK OK <br /> Ratio 79% 46% 23% 23% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 146 1.2 271 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 0.97 0.90 0.67 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:480 Uniform TL: 560 =A <br /> Uniform Load A <br /> R1=2278 R2=2278 <br /> SPAN=8 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Ala <br />