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430 48TH PL SE 2020-06-18
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430 48TH PL SE 2020-06-18
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Last modified
6/18/2020 1:18:26 PM
Creation date
6/18/2020 1:18:13 PM
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Address Document
Street Name
48TH PL SE
Street Number
430
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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Vadjinia 5040 Win Hdr <br /> L-01 Prepared by: KAD Date:8/09/18 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=4.3 in2 R2=4.3 in2 (1.5) DL Defl= 0.01 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 2205# Reaction 2 LL 2205# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2698# Reaction 2 TL 2698# <br /> Bm Wt Included 41 # Maximum V 2698# <br /> Max Moment 3541 '# Max V(Reduced) 1906# <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 (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.05 0.04 <br /> Critical 39.35 15.88 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 79% 49% 20% 23% <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:480 Uniform TL: 600 =A <br /> Par Unif LL Par Unif TL Start End <br /> 360 H =420 0 5.25 <br /> H <br /> Uniform Load A <br /> R1 =2698 R2=2698 <br /> SPAN=5.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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