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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 0. <br /> Grant-Everett STAIR DBL JOIST <br /> Date: 11/26/18 <br /> Selection PT(2)2x 10 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Incised <br /> Min Bearing Area R1=4.4 in2 R2=3.3 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1520# Reaction 2 LL 1120# <br /> Beam Wt per ft 6.74# Reaction 1 TL 1794# Reaction 2 TL 1327# <br /> Bm Wt Included 40# Maximum V 1794# <br /> Max Moment 2526'# Max V(Reduced) 1303# <br /> TL Max Defl L/240 TL Actual Defl L/1,000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 42.78 27.75 0.07 0.06 <br /> Critical 40.53 16.28 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 95% 59% 24% 28% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 748 120 1.2 405 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <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:240 Uniform TL: 280 =A <br /> Par Unif LL Par Unif TL Start End <br /> 300 H =350 0 4.0 <br /> H <br /> Uniform Load A <br /> R1 = 1794 R2= 1327 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />