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1 • � <br /> BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> Gillum <br /> New Porch Beam Prepared by:JWH Date:8/22/13 <br /> Selection 4a 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.4 inz R2=1.4 inz (1.5)DL Defl= 0.05 in <br /> Data Beam Span 8.5 ft Reaction 1 LL 680# Reaction 2 LL 680# <br /> Beam Wt per ft 6.17# Reaction 1 TL 876# Reaction 2 TL 876 <br /> Bm Wt Included 52# Maximum V 876# <br /> Max Moment 1862'# Max V(Reduced) 752# <br /> TL Max Defl L/240 TL Actual Defl L/675 <br /> LL Max Defl L/360 LL Actual Defl L/967 <br /> Attributes Section(in3) Shear int TL Defl in LL Defl <br /> Actual 30.66 25.38 0.15 0.11 <br /> Critical 19.10 6.26 0.43 0.28 <br /> Status OK OK OK OK <br /> Ratio 62% 25% 36% 37% <br /> Fb(psi) Fv si E(psi x mil Fc-L si <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments CF Size Factor 1.300 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 160 Uniform TL: 200 =A <br /> Uniform Load A <br /> 0 0 <br /> RI=876 R2=876 <br /> SPAN=8.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> / 1 <br /> l� <br />