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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 1744 <br /> GARAGE <br /> GB-1 <br /> L71I8x 16-1f2 GLB 241744 DF1AF Lu=0.0 Ft <br /> Condllfons NOS 2005 <br /> Min Bearing Area R1-6.6 In' fit=7.9 Ir? (1,5)DL NO= 0.20 In. Recom Camber 0.30 In <br /> Data Beam Span 19.0 N Reaction i LL W 4017# Reaction 2 LL 38330 <br /> Beam M parft 20,55# Reaction 1 TL 5594# Reaction 2 TL 5109# <br /> Bm Wl Included 39D# Maximum V 5594# <br /> Max Moment 250701# Max V(Reduced) 4791# <br /> TL Max Dal L1240 TL Actual Dell L1400 <br /> LL Max Deft 1_1360 LL Actual Daft _1_1622 — <br /> Qifahutas _Section O Sheer(in') TL Deft(in) LL DO <br /> Actual 232.65 84.56 0.57 0.37 <br /> Critical 129.12 29.95 0.95 0.03 <br /> Status OK OK OK OK <br /> Ratio 55% 35% 60% 58% <br /> --. Fb jpsrtMTFy(�si� E(psi x mig. ps) <br /> Vntus� Reference Values 24DD 240 1.8 650 <br /> Adjusted Valuers 2348 240 1.8 650 _ <br /> A4 im n e r s Cv Vofume 0.978 <br /> [ Cd Duralton 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cnt Wet Use 1.00 1.00 _ 1,00 1.00 <br /> Cl SEabiilly 1.OiM Rb»0.00 Le-O.OD Ft <br /> Lonr/s _ <br /> PpinE TL 6stance Par Unif LL Pa►Unlf TL start End <br /> B=497 4.07 450 H=563 0 5.D <br /> 400 1=500 610 19.0 <br /> Pt loads; [ _ API_ <br /> R1=6594 R2=.5109 <br /> SPAN=19 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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