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5 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES LOFT BM <br /> Date: 1/23/21 <br /> Selection 4x 10 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.5 in2 R2=2.1 in2 (1.5)DL Defl= 0.16 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 963# Reaction 2 LL 787# <br /> Beam Wt per ft 7.87 # Reaction 1 TL 1587# Reaction 2 TL 1304# <br /> Bm Wt Included 90# Maximum V 1587# <br /> Max Moment 4091 '# Max V(Reduced) 1349# <br /> TL Max Defl L/240 TL Actual Deft L/414 <br /> LL Max Defl L/360 LL Actual Defl L/817 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.33 0.17 <br /> Critical 39.52 9.78 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 79% 30% 58% 44% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values _ 1242 _ 207 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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 <br /> Par Unif LL Par Unif TL Start End <br /> 188 H=300 0 5.0 <br /> 125 I=200 5.0 11.5 <br /> R1 = 1587 R2= 1304 <br /> SPAN = 11.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />