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BeamChek v2017 licensed to:J3 Architects LLC Reg#5234-65730 8 <br /> Suebert-Everett <br /> Date: 1/10/19 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.9 in2 R2=3.9 in2 (1.5) DL Defl= 0.43 in Recom Camber=0.64 in <br /> Data Beam Span 20.0 ft Reaction 1 LL 1500# Reaction 2 LL 1500# <br /> Beam Wt per ft 14.94# Reaction 1 TL 2549# Reaction 2 TL 2549# <br /> Bm Wt Included 299# Maximum V 2549# <br /> Max Moment 12747'# Max V(Reduced) 2295# <br /> TL Max Defl L/240 TL Actual Defl L/289 <br /> LL Max Defl L/360 LL Actual Defl L/591 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 123.00 61.50 0.83 0.41 <br /> Critical 55.42 12.47 1.00 0.67 <br /> Status OK OK OK OK <br /> Ratio 45% 20% 83% 61% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2760 276 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.15 1.15 <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: 150 Uniform TL: 240 =A <br /> Uniform Load A <br /> Z . <br /> R1 =2549 R2=2549 <br /> SPAN =20 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />