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1925 60TH ST SE 2021-12-23
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1925 60TH ST SE 2021-12-23
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Last modified
12/23/2021 2:17:03 PM
Creation date
12/23/2021 2:15:08 PM
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Address Document
Street Name
60TH ST SE
Street Number
1925
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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Cornelsen 5030 Win Hdr @ Gar <br /> M-02 Prepared by: KAD Date: 10/03/19 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=4.7 in2 R2=4.7 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 2044# Reaction 2 LL 2044# <br /> Beam Wt per ft 7.87# Reaction 1 TL 2937# Reaction 2 TL 2937# <br /> Bm Wt Included 39# Maximum V 2937# <br /> Max Moment 3671 '# Max V(Reduced) 2032# <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 0.03 <br /> Critical 40.79 16.93 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 82% 52% 21% 19% <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:338 Uniform TL: 567 =A <br /> Par Unif LL Par Unif TL Start End <br /> 480 H=600 0 5.0 <br /> H <br /> Uniform Load A <br /> R1 =2937 R2=2937 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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