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• • <br /> BeamChek v2016 licensed to:Peter Manusos,Architect Reg#7756-68299 <br /> 620 112th SE#159 Deck joists <br /> Date: 10/21/19 <br /> Selection 2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.9 in2 R2=0.9 in2 (1.5) DL Defl= 0.06 in <br /> Data Beam Span 7.71 ft Reaction 1 LL 308# Reaction 2 LL 308# <br /> Beam Wt per ft 0# Reaction 1 TL 359# Reaction 2 TL 359# <br /> Bm Wt Included 0# Maximum V 359# <br /> Max Moment 692'# Max V(Reduced) 316# <br /> TL Max Defl L/240 TL Actual Defl L/316 <br /> LL Max Defl L/360 LL Actual Defl L/395 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 7.56 8.25 0.29 0.23 <br /> Critical 7.51 3.16 0.39 0.26 <br /> Status OK OK OK OK <br /> Ratio 99% 38% 76% 91% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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:80 Uniform TL: 93 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =359 R2=359 <br /> SPAN=7.71 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />