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PLAN1744 <br /> GARAGE JOIST <br /> G&3 <br /> election (2}21 8 DF-L#2 <br /> ar do0s NDS 2005,Overhang <br /> Min bearing Area R1=0,61W R2=1.7 Inz (1.5)DL Dell= 0.121n. <br /> Data beam Span 12.75 ft Reaction 1 LL 354# Reaction 2 LL 696# <br /> Beam Wiper ft 6.290 Reaction 1 TL 497# Reaction 2 TL 10410 <br /> 6m Wt Included 7B# Meximum V 811# Overhang Length 2.0 ft <br /> Max Moment 1438'# Max V(Reduced) 759# Total Seam Length 14.75 ft <br /> TL Max Defl L 1240 TL Actual Daft L 1477 OH TL Actual Defl L/281 <br /> LL Max Deft L 1380 LL Actual Dail L1747 _ OH LL Actual Defl L 144B <br /> Hribul s Section{in') Shear(in'_ TL Dail(in) LL Deli OH TL Deft OH LL Dell <br /> Actual 26.28 21.75 0.32 0.20 -0.17 -0.14 <br /> Critical 16.00 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%a 80% <br /> Fv psi E�Psi x mil) FC�(psi) <br />!` Valuos Reference Values 900 180 1.6 825 <br /> Ad usted Values 1076 180 1.6 625 <br /> Af1 Li-V.T�� CF Size Factor 1.200 <br /> Cd Duration 1.00 1.0D <br /> F: <br /> t� Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.01) 1.00 1.00 <br /> i Cl Stability 0.9968 Rb=6,31 Le=4.12 Ft <br /> CI Stabiiity OH 1.0000 Rb=O.OD Le O.DD Ft <br /> i Landx -- <br /> ""`"-'� Per Unit LL Par Unif TL ,. Start End <br /> 6D H=80 0 12.76 <br /> 60 K=80 (OH) 0 1.0 <br /> is 225 L=360 (OH) 1.0 2.0 <br /> r <br /> H <br /> s R1-497 <br /> R2 041 <br /> BACKSPAN=12,75 FT OH=2 FT <br /> Unifdrm and parilal uniform loads are Ibs per lineal ft. Ovarhariigjp,19a ff,,fistances are kq%R2. <br /> I <br /> r <br /> i <br /> I <br /> is <br /> i <br /> I' <br /> 2 <br />