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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 Floor Joist <br /> fj-01 Prepared by: RJB Date: 1/18/19 <br /> Selection 2x 8 DF-L#2 @ 24 in oc Lu =0.0 Ft <br /> Conditions NDS 2015, Repetitive Use <br /> Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5) DL Defl= 0.09 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 400# Reaction 2 LL 400# <br /> Beam Wt per ft 0# Reaction 1 TL 500# Reaction 2 TL 500# <br /> Bm Wt Included 0# Maximum V 500# <br /> Max Moment 1250'# Max V(Reduced) 440# <br /> TL Max Defl L/240 TL Actual Defl L/370 <br /> LL Max Defl L/360 LL Actual Defl L/509 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 13.14 10.88 0.32 0.24 <br /> Critical 12.08 3.66 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 92% 34% 65% 71% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc i(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1242 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <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:80 Uniform TL: 100 =A <br /> Uniform Load A <br /> R 1 =500 R2=500 <br /> SPAN= 10 FT <br /> Uniform and partial uniform loads are lbs per lineal .5/7 <br />
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