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508 61ST ST SE 2025-01-29
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508 61ST ST SE 2025-01-29
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Last modified
1/29/2025 8:16:11 AM
Creation date
12/10/2024 2:39:33 PM
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Address Document
Street Name
61ST ST SE
Street Number
508
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BeamChek v2017 licensed to:DESIGN LINES Reg#2999-68383 <br /> Buchanan Addition 3'WDO HDR <br /> M-06 Prepared by. RJB Date: 1/03/19 <br /> Selection 4x 6 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 1.7 in2 R2= 1.7 in2 (1.5) DL Defl= 0.01 in <br /> Data Beam Span 3.25 ft Reaction 1 LL 630# Reaction 2 LL 630# <br /> Beam Wt per ft 4.68# Reaction 1 TL 1065# Reaction 2 TL 1065# <br /> Bm Wt Included 15# Maximum V 1065# <br /> Max Moment 866'# Max V(Reduced) 765# <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 17.65 19.25 0.03 0.01 <br /> Critical 8.88 6.37 0.16 0.11 <br /> Status OK OK OK OK <br /> Ratio 50% 33% 16% 12% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adjustments CF Size Factor 1.300 <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:388 Uniform TL: 651 =A <br /> Uniform Load A <br /> R1 = 1065 R2= 1065 <br /> SPAN =3.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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