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' PLAN 2554 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> B-1 Date: 10/14/22 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=3.9 in2 R2=3.9 in2 (1.5)DL Defl= 0.04 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2424# Reaction 2 TL 2424# <br /> Bm Wt Included 47# Maximum V 2424# <br /> Max Moment 3635'# Max V(Reduced) 1801 # <br /> TL Max Defl L/240 TL Actual Defl L/926 <br /> LL Max Defl L/360 LL Actual Dell L/>1000 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.08 0.04 <br /> Critical 40.39 15.01 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 81% 46% 26% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc i(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: 800 =A <br /> Uniform Load A <br /> 0 <br /> R1 =2424 R2=2424 <br /> SPAN=6FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 3 �' <br />