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1722 100TH ST SW 2025-11-07
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1722 100TH ST SW 2025-11-07
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Last modified
11/7/2025 11:48:44 AM
Creation date
11/7/2025 10:48:25 AM
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Address Document
Street Name
100TH ST SW
Street Number
1722
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PLAN 17" <br /> GARAGE JOIST <br /> GB-3 <br /> 5pLctlon 1 (2)2x 8 DF-L#2 Lu=2.0 Ft Lu <br /> Condifi, o rta fJDS 2005,Overtieng - <br /> Min Bearing Area R1=0.6 in; R2=1.7 In- (1.5)DL Defl= 0.12 in. <br /> Data Seam Span 12.75 ft Reaction 1 LL 354# Reaction 2 LL 6969 <br /> Beata WI per It 5.29# Reaction 1 TL 497# Reaction 2 TL 1041# <br /> Bm Wt Included 78# Maximum V 811# Overhang Length 2.0 ft <br /> Max Moment 14384 Max V(Reduced) 759# Total Beam Length 14.75 ft <br /> TL Max Deft L 1240 TL Actual Deaf L 1477 OH TL Actual Defl L 1261 <br /> LL Max Deff L 1360 LL Actual Deg L1747 OH LL Actual Dell L 1448 <br /> Aftribyk Section(fn), Shear(ins) TL Deg(in) LL Den OH TL Deg OH LL_Deg <br /> Actual 26.28 21-75 0.32 0.20 -0.17 -0.11 <br /> Critical 16.DD 6.33 0.64 0,43 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 61% 29% 50% 48% 85% 80% <br /> Fb(psi) Fv(osl) E(psi x mil) Fe!(psi) <br /> vatuas Reference Values 900 180 1.6 625 <br /> Ad uated Values 1076 180 1.6 625 <br /> Adiv-stmenls CIF Size Factor 1.200 <br /> Cd Duration 1.00 1.DD <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress- N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 0.9968 Rb=6.31 Le=4.12 Ft <br /> Cl Stability Q OH 1.0000 Rb=0.00 Le-0.00 Ft <br /> Londs <br /> Par Unl(LL Par llnif TL Start End <br /> so H=80 0 12.75 <br /> 60 K=8D (OH) 0 1.0 <br /> 225 L=360 (OH) 1.0 2.0 <br /> l� H <br /> - Z, <br /> R 1-497 R2•-1041 <br /> BACKSPAN=12.75 FT OH=2 FT <br /> Uniform and partial uniform loads are Ibs par Kneal ff. Overha.90 .loa)1.0i!ances are from R2. <br /> I <br /> b <br />
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