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PLAN 1498 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> GB-1 Date:8/30/23 <br /> Selection 5-118x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1= 10.8 in2 R2= 11.8 in2 (1.5)DL Defl= 0.25 in Recom Camber=0.38 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 4256# Reaction 2 LL 4694# <br /> Beam Wt per ft 20.55# Reaction 1 TL 6990# Reaction 2 IL 7701 # <br /> Bm Wt Included 329# Maximum V 7701 # <br /> Max Moment 33012'# Max V(Reduced) 6682# <br /> TL Max Defl L/240 TL Actual Defl L/375 <br /> LL Max Defl L/360 LL Actual Defl L/735 <br /> Attributes Section(in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 232.55 84.56 0.51 0.26 <br /> Critical 165.83 41.76 0.80 0 53 <br /> Status OK OK OK OK <br /> Ratio 71% 49% 64% 49% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2389 240 1.8 650 <br /> Adiustments Cv Volume 0.995 <br /> Cd Duration 100 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:450 Uniform TL: 720 =A <br /> Point LL Point TL Distance <br /> 1750 B=2842 10.0 <br /> Uniform Load A <br /> Pt loads: B <br /> R1 =6990 R2=7701 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />