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I <br /> PLAN 1498 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> BB-2 Date:8/30/23 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.02 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 1430# Reaction 2 LL 1430# <br /> Beam Wt per ft 7.87 # Reaction 1 IL 1813# Reaction 2 TL 1813# <br /> Bm Wt Included 51 # Maximum V 1813# <br /> Max Moment 2946'# Max V(Reduced) 1383# <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(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.07 0.05 <br /> Critical 32.74 11.53 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 66% 36% 21% 22% <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:440 Uniform IL. 550 =A <br /> Uniform Load A <br /> R1 = 1813 R2= 1813 <br /> SPAN =6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />