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PLAN 2554 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> B-2 Date: 10/14/22 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.7 in2 R2=2.7 in2 (1.5)DL Defl= 0.01 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 1320# Reaction 2 LL 1320# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1674# Reaction 2 TL 1674# <br /> Bm Wt Included 47# Maximum V 1674# <br /> Max Moment 2510'# Max V(Reduced) 1244# <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 0.05 0.03 <br /> Critical 27.89 10.36 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 56% 32% 16% 17% <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:440 Uniform TL: 550 =A <br /> Uniform Load A <br /> R1 =1674 R2= 1674 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> l <br />