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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 3• <br /> GRANT-EVERETT JOISTS <br /> Date: 1/14/19 <br /> Selection PT 2x 10 DF-L#2 @ 16 in oc Lu=0.0 Ft <br /> Conditions NDS 2015, Repetitive Use, Incised <br /> Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 400# Reaction 2 LL 400# <br /> Beam Wt per ft 0# Reaction 1 TL 467# Reaction 2 TL 467# <br /> Bm Wt Included 0# Maximum V 467# <br /> Max Moment 1167'# Max V(Reduced) 395# <br /> TL Max Defl L/240 TL Actual Defl L/803 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 21.39 13.88 0.15 0.12 <br /> Critical 15.37 4.11 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 72% 30% 30% 36% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 911 144 1.5 625 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Ci Incised 0.80 0.80 0.95 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 /> R1 =467 R2=467 <br /> SPAN = 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />