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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 17t/y <br /> NOOK <br /> 8.1 <br /> eler:11g1T 4x 8 ,)F-L#2 _ _ Lu=0.0 Ft <br /> C20ifLons NDS 2005 <br /> Min Beating Area R1=1.4 in' R2=1.5le (1.5)DL Defl= 0.041n _ <br /> Seam Span 6.0 ft Reaction f LL 059# Reaction 2 LL 726# <br /> Beam YA per ft 4.680 Reaction 1 TL 851# Reaction 2 TL 922# <br /> Sm Wt Included 280 Maximum V 922# <br /> Max Moment 1294 W Max V(Reduced) 765# <br /> TL Max Deli L 1240 TL Actual Dell L 1570 <br /> LL Max Def! L/360 LL Actual Deft L/801 <br /> E At ri utes Section(In') Shear In') TL Den(in�� LL Deg-- <br /> Actual 17.G5 E925 0.13 0.09 <br /> Cdffcal 13,27 8,37 0.30 0.20 <br /> Status OK OK OK OK <br /> i Ratio 76% 3314 42% 45% <br /> Fb(psi) Fv(psi E(esl x ml4 Fc L Sp6i�_ <br /> V Ille,S Reference Values 900 180 1.6 625 <br /> i Ad'usmd Valuos 1170 __180 1.0 626 <br /> Adjusimnnl.' CF Size Factor 1.300 <br /> i Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear 5trese NIA <br /> Cm Wei Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1,000D Rb-0,00 Lea 0.00 Ft <br /> Loeds <br /> Par Unit LL Par Unl(TL Start End <br /> 220 H=275 0 4.5 <br /> 270 1-338 4.5 83 0 <br /> I <br /> i <br />'t <br /> 4 <br /> 1 <br /> i <br /> t � <br />`r <br /> i <br /> H <br />[ R1=851 R2=922 <br /> SPAN=6 FT <br />[ Uniform and partial uniform loads are Ibs per lineal ft. <br /> E <br /> E <br /> tpf <br /> 4 <br /> f <br /> F <br /> t <br /> l <br /> r <br /> 6 I <br /> C � <br /> E <br />
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