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15 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES UFF-DR-FR-OPT <br /> Date: 1/23/21 <br /> Selection T 7x 4x 1/2 46 ksi Steel Tube Lateral Support: @ Bearing Points <br /> Conditions Actual Size is 4 x 7 in. <br /> Min Bearing Length R1= 1.0 in. R2= 1.0 in. (1.0) DL Defl= 0.22 in Recom Camber=0.33 in <br /> Data Beam Span 16.5 ft Reaction 1 LL 3114# Reaction 2 LL 3599# <br /> Beam Wt per ft 31.84# Reaction 1 TL 4625# Reaction 2 TL 5213# <br /> Bm Wt Included 525# Maximum V 5213# <br /> Max Moment 21851 '# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/279 <br /> LL Max Defl L/360 LL Actual Defl L/403 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 15.10 7.00 0.71 0.49 <br /> Critical 9.50 0.28 0.83 0.55 <br /> Status OK OK OK OK <br /> Ratio 63% 4% 86% 89% <br /> Fb(psi) Fv(psi) E(psi x mil) <br /> Values Ref.Value Fy 46000 46000 29.0 <br /> Adjusted Values 27600 18400 29.0 <br /> Adiustments YP Factor 0.60 0.40 <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: <br /> 0 0 <br /> R1 =4625 R2=5213 <br /> SPAN = 16.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />