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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 17yy <br /> NOOK <br /> B4 <br /> ,Se1S _erfiorr f 4x 6 DF-L#2 Lu=0.0 Ft <br /> Condi ions NOS 2005 <br /> )Jain Bearing Area R1=1.4 in' R2=1.5 in` (1.5)OL Deft-- 0.04 in <br /> Data Beam Span 6.0 ft Reaction 1 LL (369# Reaction 2 LL 726# <br /> Seam Wt per R 4.68# Reaction 1 TL 851# Reaction 2 TL 922# <br /> Bm Wt Included 280 Maximum V 922# <br /> Max Monmmt 1294# Max V(Reduced) 765# <br /> TL Max Defl L1240 TL Actual Deft 1-1570 <br /> LL Max Deft L!360 LL Actual Deft L1801 <br /> Attributes Section(in') Shear frM TL Deli in LL Deaf _ <br /> Actual 17.65 1925 0.13 0.09 <br /> Critical 13.27 8.37 0.30 0.20 <br /> Status OK OK CK OK <br /> Ratio 75% 33% 421/6 45% <br /> Fb si Fv _i� E si x mil) Fc! ps <br /> values Reference Values 900 180 1.8 625 <br /> Ad'usled Values 1170 1B0 1.6 625 <br /> Adiuslments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Rapetifwe 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00_ <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Par Unif LL Pat Unif TL Start End <br /> 220 H=275 0 4.5 <br /> 270 1=338 4.5 6.0 <br /> H <br /> R1--851 R2=922 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are Ibs per Uneal ft. <br /> i <br /> i <br />
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