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1720 100TH ST SW 2025-11-07
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1720 100TH ST SW 2025-11-07
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Last modified
11/7/2025 11:55:13 AM
Creation date
10/14/2025 9:22:30 AM
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Address Document
Street Name
100TH ST SW
Street Number
1720
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PLAN 17gj <br /> HALL <br /> aI,F(log 4x 6 DF-L#2 _ Lu=0.1)Ft <br /> QW,d ions NDS 2005 <br /> Min Bearing Area R1=2.1 In' R2=2.1 In1 (1.5)DL De11;; 0.02 In <br /> Beam Span 4.0 tt Reaction 1 LL 1080# Reac6on 2 LL 1D80# <br /> Beam Wt peril 4.68# Readton 1 TL 1335# Reaction 2 TL 1335# <br /> j 9m WI Included 19# Maximum V 1335# <br /> Max Moment 1335 V Max V(Reduced) 10299 <br /> TL Max Deft L 1240 TL Actual Dell L 1880. <br /> LL Max Daft L1360 LLAclualDO L/>100D <br /> Afllibt L <br /> L Deft in LL Do8Actual7.65 19.26 0.06 0.04 <br /> Critical3.70 8.58 0.20 0.13 <br /> StatusOK OK OK OK <br /> Ratio78% _ 45% 271/0 29% , <br /> _ Fb tpsl FY(asks►x mid Fc _psV <br /> Values Raferance Values 900 180 1.6 625 <br /> Adusled Values it7D 160 1.6 625 <br /> d'u Ins aenis CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> t Cr Repetitive 1,00 <br /> Ch ShearSiress N/A <br /> Cm Wet Use 1,00 1.00 1,00 1.00 <br /> Cl Stability i.0000 Rb=0,00 Le=0.00 Ft <br /> Loads Uniform LU 63D Uniform TL:663 =A <br /> li <br /> is <br /> I <br /> t <br />`i <br /> I. <br /> is <br /> C_ Untform Load A <br /> R1-1335 R2=1335 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> is <br /> i <br /> is <br /> i <br /> f <br /> t <br />
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