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• 14 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES UFF-DR-FR <br /> Date: 1/23/21 <br /> Selection 3-1/2x 14 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=7.2 in2 R2=8.1 in2 (1.5) DL Defl= 0.26 in <br /> Data Beam Span 16.5 ft Reaction 1 LL 3114# Reaction 2 LL 3599# <br /> Beam Wt per ft 15.31 # Reaction 1 TL 4489# Reaction 2 TL 5077# <br /> Bm Wt Included 253# Maximum V 5077# <br /> Max Moment 21288'# Max V(Reduced) 4370# <br /> TL Max Defl L/240 TL Actual Defl L/287 <br /> LL Max Defl L/360 LL Actual Defl L/463 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual I 114.33 49.00 0.69 0.43 <br /> Critical 89.61 22.61 0.83 0.55 <br /> Status OK OK OK OK <br /> Ratio 78% 46% 84% 78% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 2900 290 2.2 625 <br /> Adjusted Values 2851 290 2.2 625 <br /> Adjustments CF Size Factor 0.983 <br /> Cd Duration 1.00 1.00 <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 /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 698 B=928 5.4 80 H = 100 0 5.4 <br /> 280 I =350 5.4 16.5 <br /> H <br /> Uniform Load A <br /> Pt loads: r B <br /> 0 0 <br /> R1 =4489 R2=5077 <br /> SPAN = 16.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> /. 2(.9 <br />