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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 17s/Y <br /> BEDROOM#Z <br /> RB•1 _ <br /> Selrrrfian 4x B D F-L#2 Lu=0.0 Ft <br /> Cnnr itipnA NDS 2006 <br /> Min Bearing Area RI=2.8 In' RZ=2.8 In' (1.5)DL Defl= 0.03 in <br /> Data Beam Span 5.0 R Reaction 1 LL 1095# Reaction 2 LL 1095# <br /> Beam Wt per ft 6.17# Reaction 171. 1765# Reaction 2 TL 17669 <br /> lam Wt included 319 Maximum V 1765# <br /> Max-Moment 22079E Max V(Reduced) 1339# <br /> j TL Max Dell L 1240 TL Actual Deft L/904 <br /> LL Max Deg_ L 1380 LL Actual Deft_ L/>1000 <br /> Afldbv Saction +n- Shear @2 TL Deft pn) LL Da0 <br /> Actual �30.66 25.38 0.07 0.03� <br /> Critical 22.63 iMe 0.26 0.17 <br /> Status OK OK OK OK <br /> Ratio 74% 44% 27% 21% <br /> Fb esIL Fv(psi) E(Psi x mil) c i{ps_i) <br /> r ale Reference Values 900 180 1.8 025 <br /> Adlusted Values 1170 180 1.6 825 <br /> I dirsteo is CF Size Factor . 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 11.00 1.00 <br /> CI Stablllty 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:435 Uniform Tl,:700 =A <br /> E <br /> f <br /> k <br /> l <br /> t <br /> 4 <br /> r. <br /> C <br /> 6' <br /> r. <br /> C <br /> k <br /> Uniform Load A <br /> f.. <br /> R1=1765 R2=1765 <br /> t. SPAN=5 FT <br /> Uniform and partial uniform loads are Ibs,per lineal fL <br /> f <br /> 4`. <br /> E <br /> gs <br /> f <br /> t <br />
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