Universidad Católica Boliviana "San Pablo"

Page 11 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ 0.02 0.30 720.00 -447.40 -241.00 0.87 93.320 600.00 --- 0.05 0.95 720.00 -413.40 -83.01 0.77 93.320 600.00 --- 0.10 1.90 720.00 -363.70 124.30 0.68 93.320 600.00 --- 0.15 2.85 720.00 -314.10 350.60 0.99 93.320 600.00 --- 0.20 3.80 720.00 -264.50 621.20 1.09 93.320 600.00 --- 0.25 4.75 720.00 -214.80 845.80 1.00 93.320 600.00 --- 0.30 5.70 720.00 -165.20 1028.00 0.77 93.320 600.00 --- 0.35 6.65 727.60 -115.60 1163.00 0.53 92.840 600.00 --- 0.40 7.60 767.80 -65.93 1250.00 0.29 0.000 0.00 --- 0.45 8.55 792.00 -16.31 1289.00 0.07 0.000 0.00 --- 0.50 9.50 800.00 40.60 1281.00 0.17 0.000 0.00 --- 0.55 10.45 789.10 90.22 1225.00 0.38 0.000 0.00 --- 0.60 11.40 756.20 139.90 1122.00 0.62 91.060 600.00 --- 0.65 12.35 720.00 189.50 970.90 0.88 93.320 600.00 --- 0.70 13.30 720.00 239.10 772.20 0.92 93.320 600.00 --- 0.75 14.25 720.00 288.70 525.90 0.83 93.320 600.00 --- 0.80 15.20 720.00 338.40 231.90 0.63 93.320 600.00 --- 0.85 16.15 720.00 388.00 -109.70 0.72 93.320 600.00 --- 0.90 17.10 800.00 437.70 -360.50 0.73 88.540 600.00 --- 0.95 18.05 800.00 487.30 -628.40 0.96 88.540 600.00 --- 0.98 18.70 800.00 521.20 -827.80 1.22 316.600 317.50 --- SPAN 2 LENGTH = 13.00 m XL X d Vu,max Mu,max Ratio Req. Spacing Base [m ] [mm] [kN] [kNm] [mm^2/m ] [mm] Stat ---1------2---------3----------4----------5-------6----------7----------8----9-- 0.02 0.30 800.00 -405.20 -807.10 1.17 190.800 526.80 --- 0.05 0.65 800.00 -387.00 -677.60 1.05 88.540 600.00 --- 0.10 1.30 800.00 -353.00 -454.40 0.86 88.540 600.00 --- 0.15 1.95 720.00 -319.00 -253.40 0.83 93.320 600.00 --- 0.20 2.60 720.00 -285.10 -74.79 0.69 93.320 600.00 --- 0.25 3.25 720.00 -251.10 81.54 0.47 0.000 0.00 --- 0.30 3.90 720.00 -217.20 215.60 0.49 0.000 0.00 --- 0.35 4.55 720.00 -183.20 327.40 0.62 93.320 600.00 --- 0.40 5.20 720.00 -149.20 416.80 0.69 93.320 600.00 --- 0.45 5.85 720.00 -115.30 483.90 0.54 93.320 600.00 --- 0.50 6.50 720.00 -81.32 528.80 0.38 0.000 0.00 --- 0.55 7.15 720.00 -56.13 551.40 0.26 0.000 0.00 --- 0.60 7.80 720.00 -36.20 551.70 0.17 0.000 0.00 --- 0.65 8.45 720.00 50.49 529.70 0.23 0.000 0.00 --- 0.70 9.10 720.00 84.46 485.50 0.39 0.000 0.00 --- 0.75 9.75 720.00 118.40 418.90 0.55 93.320 600.00 --- 0.80 10.40 720.00 152.40 334.50 0.71 93.320 600.00 --- 0.85 11.05 720.00 186.30 243.00 0.80 93.320 600.00 --- 0.90 11.70 720.00 220.30 150.40 0.76 93.320 600.00 --- 0.95 12.35 720.00 254.20 89.12 0.50 0.000 0.00 --- 0.98 12.70 720.00 272.50 50.71 0.51 93.320 600.00 --- NOTE: "Ratio" is calculated using paired shear (V) and moment (M) design values resultin NOTE: Sections marked with **** exceed allowable code value. NOTE: Sections marked with xxxx have insufficient depth for shear design.