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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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PLAN179q <br /> FAMILY ROOM <br /> Setes!n ['4`x,10 DF-L#2 Lu=0.0 Ft <br /> Conditions_ NDS 20 55 <br /> Min saying Area R1=3.6ln3 R2-3.6 in' (1.5)DL Deli= 0.03In <br /> Data Beam Span 6.0 ft Reaction 1 LL 1434# Reaul}on 2 LL 1434# <br /> Beata Wt per f1 7.87# Reaction 1 TL 2274# Reaction 2 TL 2274# <br /> am Wt Included 47# MoA num V 2274# <br /> Max Moment 3410`# Max V(Reduced) 1889# <br /> TL Max Don L/240 TL Actual Del L 1>1000 <br /> LL Max Dan 1-1360 LL Actual Dan! L/>1000 <br /> Attributes Section in' Shcor(in'), Tt.Dal in) LL Del <br /> Actual 49.91 32,38 0.07 0.04 <br /> Critical 37.89 14.08 0,30 0.20 <br /> I Status OK OK OK OK <br /> f Ratio 78% 43% 24% 19% <br /> r Fb(p i Fv(osl E psi X Mil) <br /> VaJ�os Reference Values 900 180 1.0 626 <br /> Adjuafed Values t080 480 1.6 625 <br /> Ad ustme t-j CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive i,00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.D0 1.00 1.00 1,00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> i <br /> Uniform LL-476 Uniform TL:75D =A <br /> i` <br /> I: <br /> i <br /> is <br /> t <br /> i; <br /> i' <br /> Uniform Load A <br /> L R1 274 R2 2 74 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads a(e Ibs per Most ft. <br /> i <br /> i <br /> z <br /> i <br /> I; <br /> s <br /> f. <br /> i <br /> r' <br /> S _ , <br /> E , <br />
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