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6229 W MAGNOLIA AVE 2021-02-17
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6229 W MAGNOLIA AVE 2021-02-17
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Last modified
2/17/2021 8:27:24 AM
Creation date
7/14/2020 10:02:38 AM
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Address Document
Street Name
W MAGNOLIA AVE
Street Number
6229
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,,. BeamChek v201 7 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Mironets 30 Dr Hdr. <br /> M-03 Prepared by: KAD Date:4/11/18 <br /> Selection (2)2x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.4 int R2=2.4 int (1.5) DL Defl= 0.02 in <br /> Data Beam Span 3.5 ft Reaction 1 LL 569# Reaction 2 LL 569# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 963# Reaction 2 TL 963# <br /> Bm Wt Included 14# Maximum V 963# <br /> Max Moment 842'# Max V(Reduced) 710# <br /> TL Max Defl L/240 TL Actual Defl L/>1-000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(int) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.04 0.02 <br /> Critical 9.15' 7.10 0.18 0.12 <br /> Status OK OK OK OK <br /> Ratio 60% 43% 24% 17% <br /> Fb(psi) Ft/(psi) E(psi x mil) Fc±(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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:325 Uniform TL: 546 =A <br /> Uniform Load A <br /> R1 =963 R2=963 <br /> SPAN=3.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> f <br />
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