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• • <br /> Peter Chopelas PE <br /> BeamChek v2019 licensed to:Peter Chopelas,PE Reg#5508-68695 <br /> Eberharht rear enclosed deck header <br /> Prepared by:PAC Date:2/07/23 <br /> Selection 4x 8 HF#1 Lu=2.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.6 in2 R2=2.6 in2 (1.5)DL Defl= 0.20 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 719# Reaction 2 LL 719# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1042# Reaction 2 TL 1042# <br /> Bm Wt Included 71 # Maximum V 1042# <br /> Max Moment 2995'# Max V(Reduced) 932# <br /> TL Max Dell L/240 TL Actual Defl L/280 <br /> LL Max Defl L/360 LL Actual Defl L/468 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.49 0.29 <br /> Critical 24.74 8.11 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 81% 32% 86% 77% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 975 150 1.5 405 <br /> Adjusted Values 1453 173 1.5 405 <br /> Adjustments CF Size Factor 1.300 <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 0.9966 Rb=5.41 Le=4.12 Ft <br /> Loads Uniform LL: 125 Uniform TL: 175 =A <br /> Uniform Load A <br /> Z . 0 <br /> RI=1042 R2=1042 <br /> SPAN=11.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> ri18 <br />