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BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 10 <br /> JONES UFF-DINING <br /> Date: 1/23/21 <br /> Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area RI=7.1 in2 R2=6.1 in2 (1.5)DL Defl= 0.11 in Recom Camber=0.16 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 3354# Reaction 2 LL 2942# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 4596# Reaction 2 TL 3936# <br /> Bm Wt Included 91 # Maximum V 4596# <br /> Max Moment 12283'# Max V(Reduced) 3740# <br /> TL Max Defl L/240 TL Actual Defl L/402 <br /> LL Max Defl L/360 LL Actual Defl L/627 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 75.00 37.50 0.30 0.19 <br /> Critical 61.41 23.37 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 82% 62% 60% 57% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <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:290 Uniform TL: 363 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 811 B= 1295 5.0 341 H=484 0 5.0 <br /> 176 I=220 5.0 10.0 <br /> I <br /> H <br /> Uniform Load A <br /> Pt loads: B <br /> R1 =4596 R2=3936 <br /> SPAN = 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> /g/-------- <br />