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PLAN 1498 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> RB-1 Date:8/30/23 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=6.5 in2 R2=3.8 in2 (1.5)DL Defl= 0.03 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 2525# Reaction 2 LL 1475# <br /> Beam Wt per ft 7.87# Reaction 1 TL 4093# Reaction 2 TL 2388# <br /> Bm Wt Included 39# Maximum V 4093# <br /> Max Moment 3920'# Max V(Reduced) 3532# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in') Shear(Ina) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.06 0.03 <br /> Critical 43.55 29.44 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 87% 91% 24% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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:450 Uniform TL: 720 =A <br /> Point LL Point TL Distance <br /> 1750 B=2842 1.0 <br /> Uniform Load A <br /> Pt loads: <br /> R1 =4093 R2=2388 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 2 <br /> J <br />