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PLAN 2554 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> DB-1 Date: 10/14/22 <br /> Selection 6x 10 DF-L*2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.3 in2 R2=2.3 in2 (1.5)DL Defl= 0.02 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# <br /> Beam Wt per ft 12.7# Reaction 1 TL 1451 # Reaction 2 TL 1451 # <br /> Bm Wt Included 102# Maximum V 1451 # <br /> Max Moment 2902'# Max V(Reduced) 1164# <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 82.73 52.25 0.07 0.05 <br /> Critical 39.79 10.27 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 48% 20% 18% 20% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 875 170 1.3 625 <br /> Adjusted Values 875 170 1.3 625 <br /> Adjustments CF Size Factor 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:300 Uniform TL: 350 =A <br /> Uniform Load A <br /> R1 = 1451 R2=1451 <br /> SPAN=8FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />