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BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 11 <br /> JONES NOOK <br /> Date: 1/23/21 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.9 in2 R2=3.4 in2 (1.5)DL Defl= 0.12 in Recom Camber=0.18 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 1728# Reaction 2 LL 1535# <br /> Beam Wt per ft 6.83 # Reaction 1 TL 2505# Reaction 2 TL 2199# <br /> Bm Wt Included 62 # Maximum V 2505# <br /> Max Moment 6180'# Max V(Reduced) 2128# <br /> TL Max Defl L/240 TL Actual Defl L/368 <br /> LL Max Defl L/360 LL Actual Defl L/616 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl _ <br /> Actual 42.19 28.13 0.29 0.18 <br /> Critical 30.90 13.30 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 73% 47% 65% 58% <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:88 Uniform TL: 140 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 504 B=790 4.5 262 H =356 0 4.5 <br /> 176 I =220 4.5 9.0 <br /> I <br /> L H <br /> Uniform Load A <br /> Pt loads: B <br /> Z . <br /> R1 =2505 R2=2199 <br /> SPAN = 9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> may <br />