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0 0 <br /> BeamChek v2016 licensed to:Peter Manusos,Architect Reg#7756-68299 <br /> 620 112th#159 deck beam <br /> Date: 11/14/19 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Equal Multi-Span <br /> Min Bearing Area R1= 1.2 in2 R2=3.3 in2 (1.5) DL Defl= 0.02 in <br /> Data 3 Spans, each at 6.66 ft Reaction 1 LL 639# Reaction 2 LL 1758# <br /> Beam Wt per ft 0# Reaction 1 TL 746# Reaction 2 TL 2051 # <br /> Bm Wt Included 0# Maximum V 1119# <br /> Max Moment 1242'# Max V(Reduced) 991 # Total Beam Length 19.98 ft <br /> TL Max Defl L/240 TL Actual Defl L/884 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.09 0.07 <br /> Critical 12.74 8.25 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 72% 43% 27% 33% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:240 Uniform TL: 280 =A <br /> Uniform Load A <br /> R1 =746 R2=2051 R3 R4 NOTE: R1=R4 and R2=R3 <br /> EACH SPAN=6.66 FT <br /> Uniform load is lbs per lineal ft. <br />