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1724 100TH ST SW 2025-11-07
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1724 100TH ST SW 2025-11-07
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Last modified
11/7/2025 1:34:57 PM
Creation date
10/14/2025 10:47:29 AM
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Address Document
Street Name
100TH ST SW
Street Number
1724
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PLAN 11YL1 <br /> FAMILY ROOM <br /> 6.3 _ <br /> S lac Inn 4x 10 DF.L 42 <br /> CoigLiUns NDS 2005 <br /> Min Bearing Area R1=3.6 W R2=3.6 In' (1.5)DL Dafl= 0.03 In <br /> Data. seem Span 6.0 it Reaction 1 LL '1434# Reaction 2 LL 1434# <br /> Beam VVt peril 7,57# ReacOon 1 TL 2274# Reaction 2 Tl. 2274# <br /> BmWt Included 47# Maximum 2274# <br /> Max Moment WOW Max V(Reduced) 1689# <br /> TL Max Del L 1240 TL Actual Dell L f>1000 <br /> LL Max Deft L/360 LL Actual Deft L I>1000 <br /> tffibu s Sectlon(in') Sheer(In'l TL Del(in) LL Deg <br /> Actual 49.91 32.38 0.07 0,04 <br /> Critical 37.69 14.08 0.30 0,20 <br /> Status OK OK OK OK <br /> Ratio 760/6 43% 24% 19% <br /> Fb(ps�l, Fv(psi) E Ipsi x MID_ _ I-c,Lpsi) <br /> Vel�§ Reference Values 900 180 1.8 626 <br /> Adjualed Values 1060 160 1.6 625 <br /> Arf»sane is CF Size Factor 11200 <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 1.00 1.00 <br /> Cl Stability I DOW Rb=0.00 Le=0,00 Ft <br /> Dads Uniform LL:478 Untlorm TL 75D=A <br /> _ UnBorm Load A <br /> R1 274 R2:r2274 <br /> SPAN-6 FT <br /> Uniform and partial unNorm loads ar@ Ibs per lineal fl. <br />
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