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BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> 4 <br /> Grant-Everett SIDE 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=3.1 in2 R2=3.1 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 6.0 ft Reaction 1 LL 1620# Reaction 2 LL 1620# <br /> Beam Wt per ft 12.7# Reaction 1 TL 1928# Reaction 2 TL 1928# <br /> Bm Wt Included 76# Maximum V 1928# <br /> Max Moment 2892'# Max V(Reduced) 1419# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <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 0.04 0.03 <br /> Critical 49.58 15.65 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 60% 30% 14% 16% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc (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:540 Uniform TL: 630 =A <br /> Uniform Load A <br /> R1 = 1928 R2= 1928 <br /> SPAN =6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />