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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg it 5234-65730 <br /> Grant-Everett FRONT BEAM <br /> Date: 11/26/18 <br /> Selection PT 6x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015, Incised <br /> Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 9.5 ft Reaction 1 LL 1140# Reaction 2 LL 1140# <br /> Beam Wt per ft 12.7# Reaction 1 TL 1390# Reaction 2 TL 1390# <br /> Bm Wt Included 121 # Maximum V 1390# <br /> Max Moment 3302'# Max V(Reduced) 1159# <br /> TL Max Deft L/240 TL Actual Defl L/948 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 82.73 52.25 0.12 0.09 <br /> Critical 56.61 12.78 0.48 0.32 <br /> Status OK OK OK OK <br /> Ratio 68% 24% 25% 29% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 875 170 1.3 625 <br /> Adjusted Values 700 136 1.2 625 <br /> Adjustments CF Size Factor 1.000 <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 /> Uniform Load A <br /> R1 = 1390 R2= 1390 <br /> SPAN=9.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />