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1726 100TH ST SW 2025-11-07
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1726 100TH ST SW 2025-11-07
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Last modified
11/7/2025 1:10:59 PM
Creation date
10/14/2025 11:49:33 AM
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Address Document
Street Name
100TH ST SW
Street Number
1726
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PLAN 17gf <br /> FOYER <br /> ez <br /> 19kcfiort (2)2x 92 DF-L#2 Lu=0.0 Ft <br /> n dlions NDS 2005 <br /> Min Bearing Area RI=3.3 in' R2=2.7 W (1.5)DL Defl= 0.03 to _ <br /> Data Beam Span 8.0 ft Reacton 1 LL 1280# Read=2 LL W 128D# <br /> Beam Wt per ft 82# Reaction 1 TL 209D# Reaction 2TL 1698# <br /> Sm VVt included 66# Maximum V 2090# <br /> Max Moment .3532W Max V(Reduced) 1707# <br /> TL Max Defl L/240 TL Actual Defl L 1>1000 <br /> LL Max Dell L136D LLActuaf Defl Ll>1000 <br /> Mributes Sect}on ink Shear in TL Defl n) LL Deft <br /> Actual {— 63.28 33.75 0.08 0.05 <br /> Critical 47.09 14.22 D.40 027 <br /> Status OK OK OK OK <br /> Ratio 74% 42% 21% love <br /> Fb Fv(psi E( si x rni FC! ask <br /> Valves Reference Values goo lack 1.6 625 <br /> Adjusted Values Soo 130 1.6 625 <br /> Adjaslmonts CF Sime Factor 1.000 <br /> Cd Duration 1.Do 1.00 <br /> Cr RepeliVv6 1.OD <br /> Ch Shear Streas NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.00D0 Rb=0.00 Le 0.00 Ft <br /> Loads Uniform LL:320 Uniform TL:400 =A <br /> Po1nt n Distance <br /> 8=522 1.0 <br /> Uniform Load A � TT� <br /> Pt loads: <br /> d 0 <br /> R1=2090 R2-•1698 <br /> SPAN=8 FT <br /> Uniform and partlat uniform loads are lbs per lineal It. <br />
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