calcul fundatii piloti-capacitatea portanta a unui pilot izolat

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Story Point Load FX FY FZ BASE 1 GF 14.84 -18.75 3198.19 BASE 2 GF -3.65 -27.84 4381.89 BASE 3 GF -7.82 -2.14 5870.82 BASE 4 GF 24.93 -2.58 4369.96 BASE 5 GF 25.73 2.09 4209.64 BASE 6 GF -6.81 -0.47 5946.74 BASE 7 GF 29.95 -315.63 5541.79 BASE 8 GF -2.66 4.02 5303.42 BASE 9 GF 15.63 354.22 4607.68 BASE 10 GF 314.27 31.42 5735.02 BASE 11 GF -4.5 -22.34 4178.93 BASE 12 GF 523.63 2.28 8792.34 BASE 13 GF -3.96 -596.73 9180.17 BASE 14 GF -2.42 587.68 8855.95 BASE 15 GF -438.1 27.84 5842.64 BASE 16 GF -3.97 -22.78 4141.65 BASE 17 GF 1.89 -4.13 5841.84 BASE 18 GF -2.09 1.21 5649.8 BASE 19 GF 1.53 27.16 4051.05 BASE 20 GF -8.22 -27.25 4024.98 BASE 21 GF -671.44 -1.3 9546.36 BASE 22 GF -4.64 -1.24 5671.08 BASE 23 GF -7.98 4.75 5825.25 BASE 24 GF 526.76 1.33 9020.87 BASE 25 GF -2.02 22.19 4125.68 BASE 26 GF -1.47 22.95 4199.65 BASE 27 GF -3.32 595.94 9190.89 BASE 28 GF -4.87 -588.8 8850.46 BASE 29 GF 293.8 -28.47 5314.51 BASE 30 GF -668.11 -2.31 9315.29 BASE 31 GF -3.5 -3.5 5323.12 BASE 32 GF 0.69 0.44 5956.5 BASE 33 GF 1.16 2.17 5902.77 BASE 34 GF -2.43 27.9 4393.7 BASE 35 GF -458.4 -30.83 6258.11 BASE 36 GF -22.04 -359.71 4689.1 BASE 37 GF -35.62 321.95 5631.97 BASE 38 GF -30.24 -2.1 4260.55 BASE 39 GF -29.43 2.6 4423.78 BASE 40 GF -19.35 18.76 3253.02 -674.25 6.75016E-14 230877.2

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Page 1: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MXBASE 1 GF 14.84 -18.75 3198.19 936.069BASE 2 GF -3.65 -27.84 4381.89 1296.196BASE 3 GF -7.82 -2.14 5870.82 179.614BASE 4 GF 24.93 -2.58 4369.96 233.628BASE 5 GF 25.73 2.09 4209.64 30.354BASE 6 GF -6.81 -0.47 5946.74 107.053BASE 7 GF 29.95 -315.63 5541.79 -199.759BASE 8 GF -2.66 4.02 5303.42 -88.359BASE 9 GF 15.63 354.22 4607.68 1015.286BASE 10 GF 314.27 31.42 5735.02 -1275.062BASE 11 GF -4.5 -22.34 4178.93 1022.377BASE 12 GF 523.63 2.28 8792.34 -35.468BASE 13 GF -3.96 -596.73 9180.17 -1227.348BASE 14 GF -2.42 587.68 8855.95 1970.337BASE 15 GF -438.1 27.84 5842.64 -1154.793BASE 16 GF -3.97 -22.78 4141.65 1006.673BASE 17 GF 1.89 -4.13 5841.84 196.237BASE 18 GF -2.09 1.21 5649.8 -36.092BASE 19 GF 1.53 27.16 4051.05 -1163.845BASE 20 GF -8.22 -27.25 4024.98 1166.012BASE 21 GF -671.44 -1.3 9546.36 84.687BASE 22 GF -4.64 -1.24 5671.08 35.532BASE 23 GF -7.98 4.75 5825.25 -224.891BASE 24 GF 526.76 1.33 9020.87 -88.078BASE 25 GF -2.02 22.19 4125.68 -982.677BASE 26 GF -1.47 22.95 4199.65 -1050.682BASE 27 GF -3.32 595.94 9190.89 1243.022BASE 28 GF -4.87 -588.8 8850.46 -1956.727BASE 29 GF 293.8 -28.47 5314.51 1179.969BASE 30 GF -668.11 -2.31 9315.29 34.774BASE 31 GF -3.5 -3.5 5323.12 63.797BASE 32 GF 0.69 0.44 5956.5 -107.339BASE 33 GF 1.16 2.17 5902.77 -182.265BASE 34 GF -2.43 27.9 4393.7 -1300.54BASE 35 GF -458.4 -30.83 6258.11 1247.16BASE 36 GF -22.04 -359.71 4689.1 -1026.891BASE 37 GF -35.62 321.95 5631.97 189.525BASE 38 GF -30.24 -2.1 4260.55 -31.544BASE 39 GF -29.43 2.6 4423.78 -236.219BASE 40 GF -19.35 18.76 3253.02 -938.325

-674.25 6.750156E-14 230877.2 -68.602

Page 2: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= 2531.708Total My= -20663.3

Page 3: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MY MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy432.039 6.341 -13 -41576.47 -22.75 426.5625

-372.441 6.341 -6.5 -28482.285 -22.75 633.36-519.462 6.341 0 0 -22.75 48.685905.515 6.341 6.5 28404.74 -22.75 58.695975.153 6.341 13.5 56830.14 -22.75 -47.5475

-440.895 6.341 -13 -77307.62 -16.5 7.7551175.202 2.119 -6.5 -36021.635 -16.5 5207.895-225.387 6.341 0 0 -16.5 -66.33

587.94 9.233 6.5 29949.92 -16.5 -5844.63-1840.181 3.048 13.5 77422.77 -16.5 -518.43

-409.326 6.341 -13 -54326.09 -9.75 217.815-3475.115 4.378 -6.5 -57150.21 -9.75 -22.23

-364.611 0.789 0 0 -9.75 5818.1175-262.365 10.563 6.5 57563.675 -9.75 -5729.88467.395 8.304 13.5 78875.64 -9.75 -271.44

-386.303 6.341 -13 -53841.45 -3.25 74.035-62.347 6.341 -6.5 -37971.96 -3.25 13.4225

-200.575 6.341 0 0 -3.25 -3.9325-8.849 6.341 6.5 26331.825 -3.25 -88.27

-571.509 6.341 13.5 54337.23 -3.25 88.5625424.099 6.974 -13 -124102.68 3.25 -4.225

-380.991 6.341 -6.5 -36862.02 3.25 -4.03-491.822 6.341 0 0 3.25 15.4375

-2970.559 7.039 6.5 58635.655 3.25 4.3225-163.155 6.341 13.5 55696.68 3.25 72.1175-139.231 6.341 -13 -54595.45 9.75 223.7625

-349.28 11.893 -6.5 -59740.785 9.75 5810.415-451.745 -0.541 0 0 9.75 -5740.8

-3010.852 8.369 6.5 34544.315 9.75 -277.5825930.357 4.313 13.5 125756.415 9.75 -22.5225

-331.496 6.341 -13 -69200.56 16.5 -57.75-114.273 6.341 -6.5 -38717.25 16.5 7.26

-59.582 6.341 0 0 16.5 35.805-181.142 6.341 6.5 28559.05 16.5 460.35-715.254 2.983 13.5 84484.485 16.5 -508.695

-1262.713 -1.871 -13 -60958.3 22.75 -8183.4025-1818.053 13.223 -6.5 -36607.805 22.75 7324.3625-1460.049 6.341 0 0 22.75 -47.775-1390.467 6.341 6.5 28754.57 22.75 59.15

-917.072 6.341 13.5 43915.77 22.75 426.79-19449.4 2600.31 -404.795

Page 4: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MXBASE 1 SEISMX -65.21 -12.9 1116.09 610.266BASE 2 SEISMX -106.34 -18.04 2838.08 809.085BASE 3 SEISMX -120.27 -1.02 3436.25 69.195BASE 4 SEISMX -58.44 -1.37 1950.63 108.961BASE 5 SEISMX -57.77 1.27 1897.55 -5.725BASE 6 SEISMX -109.15 -0.94 3951.87 65.628BASE 7 SEISMX -74.05 -87.36 1960.78 -358.944BASE 8 SEISMX -106.9 12.71 3295.12 -527.541BASE 9 SEISMX -97.64 130.33 1494.39 470.764BASE 10 SEISMX -2137.32 32.84 -5684.73 -1411.428BASE 11 SEISMX -104.88 -4.01 2516.22 174.696BASE 12 SEISMX -1999.33 0.96 -3566.82 -45.728BASE 13 SEISMX -126.22 -430.3 6174.15 -583.755BASE 14 SEISMX -125.35 387.69 6279.32 1599.976BASE 15 SEISMX -2667.9 7.5 13893.01 -335.502BASE 16 SEISMX -105.03 -26.73 3260.5 1137.631BASE 17 SEISMX -102.9 8.88 4434.51 -410.017BASE 18 SEISMX -117.58 0.34 3511.4 -39.021BASE 19 SEISMX -114.6 16.97 3411.37 -761.693BASE 20 SEISMX -121.53 -20.75 2293.01 853.212BASE 21 SEISMX -2837.05 -0.35 16411.17 -13.411BASE 22 SEISMX -119.38 -1.31 4419.17 8.187BASE 23 SEISMX -109.85 15.14 3732.92 -706.595BASE 24 SEISMX -2001.35 1.41 -3460.01 -130.945BASE 25 SEISMX -103.66 4.33 2583.6 -236.754BASE 26 SEISMX -102.75 27.27 3407.02 -1258.501BASE 27 SEISMX -125.76 400.86 6629.08 1124.76BASE 28 SEISMX -127.07 -432.04 6056.64 -1133.789BASE 29 SEISMX -2156.03 -31.57 -6086.52 1283.32BASE 30 SEISMX -2830.49 -2.37 16194.73 8.109BASE 31 SEISMX -107.47 7.43 4147.61 -420.655BASE 32 SEISMX -103.79 -0.3 4390.53 -84.535BASE 33 SEISMX -113.86 1.94 4823.3 -181.884BASE 34 SEISMX -105.44 20.61 3369.73 -993.533BASE 35 SEISMX -2677.91 -10.44 14079.04 340.535BASE 36 SEISMX -124.13 -369.71 5016.29 -966.303BASE 37 SEISMX -119.66 359.12 5869.19 -80.11BASE 38 SEISMX -96.6 -1.76 4085.72 -45.83BASE 39 SEISMX -96.13 2.23 4269.79 -219.324BASE 40 SEISMX -89.23 13.45 3477.15 -706.939

-22666.02 0.01 161878.85 -2994.137

Page 5: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= 34810.395Total My= -712783.8865

Page 6: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MY MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy-8046.486 4.459 -13 -14509.17 -22.75 293.475

-9836.1 4.459 -6.5 -18447.52 -22.75 410.41-10417.968 4.459 0 0 -22.75 23.205

-7727.505 4.459 6.5 12679.095 -22.75 31.1675-7674.362 4.459 13.5 25616.925 -22.75 -28.8925-9909.779 4.459 -13 -51374.31 -16.5 15.51

-10246.223 -192.946 -6.5 -12745.07 -16.5 1441.44-9787.552 4.459 0 0 -16.5 -209.715

-11247.105 200.929 6.5 9713.535 -16.5 -2150.445-45382.022 3.508 13.5 -76743.855 -16.5 -541.86

-9772.589 4.459 -13 -32710.86 -9.75 39.0975-46328.655 4.444 -6.5 23184.33 -9.75 -9.36-12576.284 -193.881 0 0 -9.75 4195.425-12513.546 201.864 6.5 40815.58 -9.75 -3779.9775-43547.118 4.475 13.5 187555.635 -9.75 -73.125

-9779.197 4.459 -13 -42386.5 -3.25 86.8725-9637.882 4.459 -6.5 -28824.315 -3.25 -28.86

-10252.056 4.459 0 0 -3.25 -1.105-10097.964 4.459 6.5 22173.905 -3.25 -55.1525-10496.982 4.459 13.5 30955.635 -3.25 67.4375-43649.222 3.539 -13 -213345.21 3.25 -1.1375-10379.019 4.459 -6.5 -28724.605 3.25 -4.2575

-9940.138 4.459 0 0 3.25 49.205-46008.368 6.315 6.5 -22490.065 3.25 4.5825

-9622.03 4.459 13.5 34878.6 3.25 14.0725-9582.325 4.459 -13 -44291.26 9.75 265.8825

-12564.979 202.8 -6.5 -43089.02 9.75 3908.385-12646.729 -194.817 0 0 9.75 -4212.39-45998.651 7.25 6.5 -39562.38 9.75 -307.8075

-43258.05 1.668 13.5 218628.855 9.75 -23.1075-9860.962 4.459 -13 -53918.93 16.5 122.595-9676.561 4.459 -6.5 -28538.445 16.5 -4.95

-10090.336 4.459 0 0 16.5 32.01-9699.614 4.459 6.5 21903.245 16.5 340.065

-44587.922 0.733 13.5 190067.04 16.5 -172.26-12548.529 -195.752 -13 -65211.77 22.75 -8410.9025-12329.545 203.735 -6.5 -38149.735 22.75 8169.98

-9363.434 4.459 0 0 22.75 -40.04-9318.735 4.459 6.5 27753.635 22.75 50.7325-8994.331 4.459 13.5 46941.525 22.75 305.9875

-685396.855 37804.52 -187.8075

Page 7: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MXBASE 1 SEISMY 11.42 -91.25 3562.53 9398.989BASE 2 SEISMY -1.07 -97.46 4363.7 9644.321BASE 3 SEISMY -3.56 -109.6 4346.3 10172.029BASE 4 SEISMY 18.33 -109.36 3285.28 10186.258BASE 5 SEISMY 17.7 -117.78 3726.34 10552.186BASE 6 SEISMY 6.39 -107.03 4759.72 10060.23BASE 7 SEISMY 11.1 -2537.47 13439.11 46058.781BASE 8 SEISMY -21.29 -104.57 3731.91 9953.533BASE 9 SEISMY 24.94 -2165.27 -8304.87 44220.613BASE 10 SEISMY 91.34 -75.27 1842.27 10648.311BASE 11 SEISMY -1.6 -94.34 4236.63 9484.191BASE 12 SEISMY 433.46 -141.36 7066.57 13523.689BASE 13 SEISMY -1.39 -2833.48 16791.34 45028.493BASE 14 SEISMY -0.26 -2009.8 -4235.88 47304.244BASE 15 SEISMY -119.65 -92.64 1524.61 11377.845BASE 16 SEISMY -1.29 -94.89 4237.39 9483.456BASE 17 SEISMY -8.11 -110 4467.81 10140.086BASE 18 SEISMY 10.9 -105.25 3446.5 9933.658BASE 19 SEISMY 2.1 -60.07 1581.96 7970.136BASE 20 SEISMY -4.84 -97.79 4122.42 9585.041BASE 21 SEISMY -498.82 -131.24 7151.79 13058.837BASE 22 SEISMY 9.11 -106.9 4484.07 9980.866BASE 23 SEISMY -15.06 -103.74 3699.62 9843.507BASE 24 SEISMY 336.88 -129.47 5799.36 12941.303BASE 25 SEISMY 0.09 -63.83 1606.7 8109.072BASE 26 SEISMY 0.53 -63.06 1686.61 8050.994BASE 27 SEISMY -0.92 -2002.31 -3988.1 46737.008BASE 28 SEISMY -1.99 -2829.53 16571.84 44570.479BASE 29 SEISMY 392.22 -131.71 6281.88 12996.667BASE 30 SEISMY -397.7 -144.69 5561.34 13577.526BASE 31 SEISMY -21.85 -109.86 3710.82 10060.419BASE 32 SEISMY 11.75 -106.4 3582.69 9910.067BASE 33 SEISMY 2.85 -106.65 3913.24 9920.95BASE 34 SEISMY -0.17 -58.81 1844.11 7841.703BASE 35 SEISMY -449.25 -118.55 6552.04 12400.274BASE 36 SEISMY -1.55 -2665.31 14815.55 42783.546BASE 37 SEISMY -34.51 -2090.98 -5609.14 46337.616BASE 38 SEISMY -21.13 -120.82 2256.92 10512.081BASE 39 SEISMY -19.36 -105.76 2935.14 9857.973BASE 40 SEISMY -12.6 -64.9 1030.71 8081.785

-256.86 -22409.2 161878.83 692298.763

Page 8: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= 320832.763Total My= -32903.128

Page 9: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MY MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy429.125 4.459 -13 -46312.89 -22.75 2075.9375-114.67 4.459 -6.5 -28364.05 -22.75 2217.215

-198.669 4.459 0 0 -22.75 2493.4753.97 4.459 6.5 21354.32 -22.75 2487.94

750.673 4.459 13.5 50305.59 -22.75 2679.495258.827 4.459 -13 -61876.36 -16.5 1765.995506.485 4.655 -6.5 -87354.215 -16.5 41868.255

-921.021 4.459 0 0 -16.5 1725.4051133.004 3.328 6.5 -53981.655 -16.5 35726.955

-22.135 -201.66 13.5 24870.645 -16.5 1241.955-137.613 4.459 -13 -55076.19 -9.75 919.815

-1752.169 -200.725 -6.5 -45932.705 -9.75 1378.26-82.776 3.719 0 0 -9.75 27626.43

-9.178 4.264 6.5 -27533.22 -9.75 19595.55850.428 209.643 13.5 20582.235 -9.75 903.24

-123.927 4.459 -13 -55086.07 -3.25 308.3925-372.027 4.459 -6.5 -29040.765 -3.25 357.5479.501 4.459 0 0 -3.25 342.0625120.578 4.459 6.5 10282.74 -3.25 195.2275

-278.441 4.459 13.5 55652.67 -3.25 317.8175934.901 208.708 -13 -92973.27 3.25 -426.53352.539 4.459 -6.5 -29146.455 3.25 -347.425

-674.282 4.459 0 0 3.25 -337.155-1424.245 -198.854 6.5 37695.84 3.25 -420.7775

33.24 4.459 13.5 21690.45 3.25 -207.447552.651 4.459 -13 -21925.93 9.75 -614.835-71.47 5.199 -6.5 25922.65 9.75 -19522.5225

-142.361 2.784 0 0 9.75 -27587.9175-1601.106 -197.918 6.5 40832.22 9.75 -1284.17251318.437 206.837 13.5 75078.09 9.75 -1410.7275-994.431 4.459 -13 -48240.66 16.5 -1812.69492.045 4.459 -6.5 -23287.485 16.5 -1755.6128.962 4.459 0 0 16.5 -1759.725

21.815 4.459 6.5 11986.715 16.5 -970.365771.966 205.901 13.5 88452.54 16.5 -1956.075

-168.421 1.848 -13 -192602.15 22.75 -60635.8025-1576.836 6.135 -6.5 36459.41 22.75 -47569.795

-938.399 4.459 0 0 22.75 -2748.655-837.261 4.459 6.5 19078.41 22.75 -2406.04

-518.72 4.459 13.5 13914.585 22.75 -1476.475-3571.011 -344574.96 -29023.885

Page 10: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MX MYBASE 1 GF 7.97 -17.62 2541.93 765.709 -201.609BASE 2 GF -11.48 -27.67 3709.18 1202.67 -1047.789BASE 3 GF -10.99 -1.48 5474.29 64.201 -1026.658BASE 4 GF 18.02 -0.98 3675.96 42.812 235.451BASE 5 GF 18.19 0 3799.21 -0.04 242.904BASE 6 GF -10.89 0 5648.65 0.073 -1022.141BASE 7 GF 18.02 0.99 3672.71 -42.708 235.728BASE 8 GF -10.99 1.48 5473.2 -64.203 -1026.35BASE 9 GF 7.97 17.62 2537.75 -765.44 -201.401BASE 10 GF -11.47 27.67 3705.24 -1202.673 -1047.507BASE 11 GF -12.08 -27.84 3839.96 1210.114 -1074.273BASE 12 GF -12.01 -1.58 5656.82 68.73 -1071.088BASE 13 GF -11.99 0 5843.54 0.055 -1070.261BASE 14 GF -12.01 1.58 5656.26 -68.799 -1070.914BASE 15 GF -12.08 27.85 3836.68 -1210.201 -1073.795BASE 16 GF -12.3 -27.85 3847.28 1210.199 -1083.804BASE 17 GF -12.31 0 5852.78 0.022 -1083.822BASE 18 GF -12.3 1.58 5665.06 -68.817 -1083.743BASE 19 GF -12.3 27.85 3846.8 -1210.184 -1083.317BASE 20 GF -12.31 -27.85 3846.77 1210.184 -1083.857BASE 21 GF -12.31 -1.58 5665.17 68.838 -1083.903BASE 22 GF -12.3 -1.58 5665.03 68.817 -1083.431BASE 23 GF -12.3 0 5852.75 -0.022 -1083.352BASE 24 GF -12.29 1.58 5665.14 -68.838 -1083.271BASE 25 GF -12.3 27.85 3847.25 -1210.199 -1083.369BASE 26 GF -12.49 27.84 3840.01 -1210.114 -1091.779BASE 27 GF -12.58 0 5843.6 -0.055 -1095.791BASE 28 GF -12.57 -1.58 5656.31 68.799 -1095.138BASE 29 GF -12.5 -27.85 3836.74 1210.201 -1092.257BASE 30 GF -12.56 1.58 5656.88 -68.73 -1094.964BASE 31 GF -13.91 -1.48 5473 64.203 -1153.494BASE 32 GF -14 0 5648.44 -0.073 -1157.702BASE 33 GF -13.9 1.48 5474.09 -64.201 -1153.185BASE 34 GF -13.42 27.67 3708.98 -1202.67 -1132.054BASE 35 GF -13.42 -27.67 3705.04 1202.673 -1132.336BASE 36 GF -27.22 -17.62 2602.7 765.44 -1732.953BASE 37 GF -37.27 -0.99 3737.66 42.708 -2170.081BASE 38 GF -37.44 0 3864.16 0.04 -2177.258BASE 39 GF -37.27 0.98 3740.92 -42.812 -2169.805BASE 40 GF -27.22 17.62 2606.88 -765.709 -1732.745

-466.61 0 180220.82 0 -42237.114

Page 11: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= -62674.63Total My= -42328.441

Page 12: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy0.006 -13 -33045.09 -22.75 400.8550.006 -6.5 -24109.67 -22.75 629.49250.006 0 0 -22.75 33.670.006 6.5 23893.74 -22.75 22.2950.006 13.5 51289.335 -22.75 00.006 -13 -73432.45 -16.5 00.006 -6.5 -23872.615 -16.5 -16.3350.006 0 0 -16.5 -24.420.006 6.5 16495.375 -16.5 -290.730.006 13.5 50020.74 -16.5 -456.5550.006 -13 -49919.48 -9.75 271.440.006 -6.5 -36769.33 -9.75 15.4050.006 0 0 -9.75 00.006 6.5 36765.69 -9.75 -15.4050.006 13.5 51795.18 -9.75 -271.53750.006 -13 -50014.64 -3.25 90.51250.006 -6.5 -38043.07 -3.25 00.006 0 0 -3.25 -5.1350.006 6.5 25004.2 -3.25 -90.51250.006 13.5 51931.395 -3.25 90.51250.006 -13 -73647.21 3.25 -5.1350.006 -6.5 -36822.695 3.25 -5.1350.006 0 0 3.25 00.006 6.5 36823.41 3.25 5.1350.006 13.5 51937.875 3.25 90.51250.006 -13 -49920.13 9.75 271.440.006 -6.5 -37983.4 9.75 00.006 0 0 9.75 -15.4050.006 6.5 24938.81 9.75 -271.53750.006 13.5 76367.88 9.75 15.4050.006 -13 -71149 16.5 -24.420.006 -6.5 -36714.86 16.5 00.006 0 0 16.5 24.420.006 6.5 24108.37 16.5 456.5550.006 13.5 50018.04 16.5 -456.5550.006 -13 -33835.1 22.75 -400.8550.006 -6.5 -24294.79 22.75 -22.52250.006 0 0 22.75 00.006 6.5 24315.98 22.75 22.2950.006 13.5 35192.88 22.75 400.855

-62674.63 468.605

Page 13: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MXBASE 1 SEISMX -316.78 -12.38 443.21 538.258BASE 2 SEISMX -428.46 -19.2 2619.75 834.45BASE 3 SEISMX -428.13 -1.01 3837.78 43.94BASE 4 SEISMX -309.97 -0.68 1233.49 29.448BASE 5 SEISMX -309.86 0 1318.98 -0.03BASE 6 SEISMX -428.06 0 3957.91 0.054BASE 7 SEISMX -309.97 0.68 1231.08 -29.371BASE 8 SEISMX -428.13 1.01 3836.98 -43.942BASE 9 SEISMX -316.78 12.38 440.11 -538.058BASE 10 SEISMX -428.46 19.2 2616.83 -834.452BASE 11 SEISMX -423.85 -19.32 2717.86 839.491BASE 12 SEISMX -423.8 -1.08 3970.95 47.005BASE 13 SEISMX -423.79 0 4099.45 0.041BASE 14 SEISMX -423.8 1.08 3970.53 -47.056BASE 15 SEISMX -423.85 19.32 2715.43 -839.555BASE 16 SEISMX -424.44 -19.32 2724.09 839.545BASE 17 SEISMX -424.44 0 4106.98 0.016BASE 18 SEISMX -424.44 1.08 3977.79 -47.059BASE 19 SEISMX -424.43 19.32 2723.73 -839.534BASE 20 SEISMX -424.44 -19.32 2722.65 839.534BASE 21 SEISMX -424.44 -1.08 3977.87 47.075BASE 22 SEISMX -424.43 -1.08 3976.71 47.059BASE 23 SEISMX -424.43 0 4105.9 -0.016BASE 24 SEISMX -424.43 1.08 3976.8 -47.075BASE 25 SEISMX -424.43 19.32 2723.01 -839.545BASE 26 SEISMX -424.14 19.32 2719.18 -839.491BASE 27 SEISMX -424.2 0 4100.78 -0.041BASE 28 SEISMX -424.19 -1.08 3971.85 47.056BASE 29 SEISMX -424.14 -19.32 2716.76 839.555BASE 30 SEISMX -424.18 1.08 3972.27 -47.005BASE 31 SEISMX -430.13 -1.01 3852.91 43.942BASE 32 SEISMX -430.19 0 3973.85 -0.054BASE 33 SEISMX -430.12 1.01 3853.72 -43.94BASE 34 SEISMX -429.79 19.2 2635.69 -834.45BASE 35 SEISMX -429.8 -19.2 2632.77 834.452BASE 36 SEISMX -341.52 -12.38 3227.68 538.058BASE 37 SEISMX -348.33 -0.68 4018.65 29.371BASE 38 SEISMX -348.45 0 4106.55 0.03BASE 39 SEISMX -348.33 0.68 4021.06 -29.448BASE 40 SEISMX -341.52 12.38 3230.78 -538.258

-16067.07 0 127060.37 0

Page 14: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= -51801.28Total My= -1486820.4015

Page 15: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MY MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy-33003.072 0.005 -13 -5761.73 -22.75 281.645-37862.018 0.005 -6.5 -17028.375 -22.75 436.8-37847.695 0.005 0 0 -22.75 22.9775-32706.807 0.005 6.5 8017.685 -22.75 15.47-32701.752 0.005 13.5 17806.23 -22.75 0

-37844.63 0.005 -13 -51452.83 -16.5 0-32706.602 0.005 -6.5 -8002.02 -16.5 -11.22-37847.466 0.005 0 0 -16.5 -16.665-33002.918 0.005 6.5 2860.715 -16.5 -204.27-37861.809 0.005 13.5 35327.205 -16.5 -316.8-37661.526 0.005 -13 -35332.18 -9.75 188.37-37659.365 0.005 -6.5 -25811.175 -9.75 10.53

-37658.8 0.005 0 0 -9.75 0-37659.236 0.005 6.5 25808.445 -9.75 -10.53-37661.172 0.005 13.5 36658.305 -9.75 -188.37-37686.993 0.005 -13 -35413.17 -3.25 62.79-37686.996 0.005 -6.5 -26695.37 -3.25 0-37686.936 0.005 0 0 -3.25 -3.51-37686.632 0.005 6.5 17704.245 -3.25 -62.79-37687.031 0.005 13.5 36755.775 -3.25 62.79-37687.055 0.005 -13 -51712.31 3.25 -3.51-37686.727 0.005 -6.5 -25848.615 3.25 -3.51-37686.667 0.005 0 0 3.25 0-37686.608 0.005 6.5 25849.2 3.25 3.51

-37686.67 0.005 13.5 36760.635 3.25 62.79-37673.703 0.005 -13 -35349.34 9.75 188.37-37676.428 0.005 -6.5 -26655.07 9.75 0-37675.993 0.005 0 0 9.75 -10.53-37674.057 0.005 6.5 17658.94 9.75 -188.37-37675.864 0.005 13.5 53625.645 9.75 10.53-37934.484 0.005 -13 -50087.83 16.5 -16.665

-37937.32 0.005 -6.5 -25830.025 16.5 0-37934.255 0.005 0 0 16.5 16.665-37919.931 0.005 6.5 17131.985 16.5 316.8-37920.141 0.005 13.5 35542.395 16.5 -316.8-34079.524 0.005 -13 -41959.84 22.75 -281.645-34375.839 0.005 -6.5 -26121.225 22.75 -15.47-34380.689 0.005 0 0 22.75 0-34375.634 0.005 6.5 26136.89 22.75 15.47

-34079.37 0.005 13.5 43615.53 22.75 281.645-1467866.415 -51801.28 326.4975

Page 16: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Story Point Load FX FY FZ MX MYBASE 1 SEISMY 8.7 -348.14 3331.35 35115.61 169.701BASE 2 SEISMY -4.07 -354.96 4134.49 35411.8 -386.252BASE 3 SEISMY -3.75 -441.11 3857.8 39155.87 -371.928BASE 4 SEISMY 15.51 -440.77 2626.91 39141.38 465.965BASE 5 SEISMY 15.63 -434.45 2700.39 38866.43 471.02BASE 6 SEISMY -3.68 -434.45 3965.92 38866.51 -368.863BASE 7 SEISMY 15.52 -439.42 2600.48 39082.56 466.17BASE 8 SEISMY -3.74 -439.09 3832.97 39067.99 -371.699BASE 9 SEISMY 8.7 -323.38 314.8 34039.3 169.855BASE 10 SEISMY -4.07 -316.56 1118.11 33742.9 -386.043BASE 11 SEISMY -4.54 -355.08 4225.24 35416.85 -406.492BASE 12 SEISMY -4.49 -441.18 3983.61 39158.94 -404.332BASE 13 SEISMY -4.48 -434.45 4100.1 38866.5 -403.767BASE 14 SEISMY -4.49 -439.01 3959.17 39064.88 -404.202BASE 15 SEISMY -4.53 -316.44 1209.35 33737.8 -406.138BASE 16 SEISMY -4.69 -355.08 4230.28 35416.9 -412.957BASE 17 SEISMY -4.69 -434.45 4106.45 38866.48 -412.959BASE 18 SEISMY -4.69 -439.01 3965.25 39064.87 -412.9BASE 19 SEISMY -4.68 -316.44 1216.47 33737.82 -412.595BASE 20 SEISMY -4.69 -355.08 4229.92 35416.89 -412.995BASE 21 SEISMY -4.69 -441.18 3989.35 39159.01 -413.018BASE 22 SEISMY -4.68 -441.18 3989.26 39158.99 -412.69BASE 23 SEISMY -4.68 -434.45 4106.44 38866.44 -412.631BASE 24 SEISMY -4.68 -439.02 3965.32 39064.86 -412.572BASE 25 SEISMY -4.68 -316.44 1216.81 33737.81 -412.633BASE 26 SEISMY -4.82 -316.44 1211.8 33737.86 -418.67BASE 27 SEISMY -4.88 -434.45 4100.12 38866.42 -421.395BASE 28 SEISMY -4.87 -441.18 3983.21 39158.99 -420.96BASE 29 SEISMY -4.83 -355.08 4222.83 35416.91 -419.024BASE 30 SEISMY -4.87 -439.02 3959.61 39064.93 -420.831BASE 31 SEISMY -5.74 -441.11 3856.92 39155.88 -458.717BASE 32 SEISMY -5.81 -434.45 3965.84 38866.41 -461.553BASE 33 SEISMY -5.74 -439.09 3833.7 39067.99 -458.488BASE 34 SEISMY -5.41 -316.56 1120.95 33742.9 -444.165BASE 35 SEISMY -5.41 -354.96 4131.49 35411.81 -444.374BASE 36 SEISMY -16.04 -348.14 3353 35115.41 -906.751BASE 37 SEISMY -22.85 -440.78 2649.25 39141.3 -1203.067BASE 38 SEISMY -22.96 -434.45 2725.13 38866.49 -1207.917BASE 39 SEISMY -22.85 -439.42 2627.63 39082.48 -1202.862BASE 40 SEISMY -16.04 -323.38 342.64 34039.1 -906.597

-177.75 -15889.33 127060.4 1489960 -16090.33

Page 17: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Total Mx= 1298435Total My= -16655.7

Page 18: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

MZ Brat Fz pt Mx Mx dat de Fz Brat Fz pt My Mx dat de Fy0.005 -13 -43307.55 -22.75 7920.1850.005 -6.5 -26874.185 -22.75 8075.340.005 0 0 -22.75 10035.25250.005 6.5 17074.915 -22.75 10027.51750.005 13.5 36455.265 -22.75 9883.73750.005 -13 -51556.96 -16.5 7168.4250.005 -6.5 -16903.12 -16.5 7250.430.005 0 0 -16.5 7244.9850.005 6.5 2046.2 -16.5 5335.770.005 13.5 15094.485 -16.5 5223.240.005 -13 -54928.12 -9.75 3462.030.005 -6.5 -25893.465 -9.75 4301.5050.005 0 0 -9.75 4235.88750.005 6.5 25734.605 -9.75 4280.34750.005 13.5 16326.225 -9.75 3085.290.005 -13 -54993.64 -3.25 1154.010.005 -6.5 -26691.925 -3.25 1411.96250.005 0 0 -3.25 1426.78250.005 6.5 7907.055 -3.25 1028.430.005 13.5 57103.92 -3.25 1154.010.005 -13 -51861.55 3.25 -1433.8350.005 -6.5 -25930.19 3.25 -1433.8350.005 0 0 3.25 -1411.96250.005 6.5 25774.58 3.25 -1426.8150.005 13.5 16426.935 3.25 -1028.430.005 -13 -15753.4 9.75 -3085.290.005 -6.5 -26650.78 9.75 -4235.88750.005 0 0 9.75 -4301.5050.005 6.5 27448.395 9.75 -3462.030.005 13.5 53454.735 9.75 -4280.4450.005 -13 -50139.96 16.5 -7278.3150.005 -6.5 -25777.96 16.5 -7168.4250.005 0 0 16.5 -7244.9850.005 6.5 7286.175 16.5 -5223.240.005 13.5 55775.115 16.5 -5856.840.005 -13 -43589 22.75 -7920.1850.005 -6.5 -17220.125 22.75 -10027.7450.005 0 0 22.75 -9883.73750.005 6.5 17079.595 22.75 -9996.8050.005 13.5 4625.64 22.75 -7356.895

-172458.09 -352.07

Page 19: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

1.Determinarea fortelor care actioneaza la nivelul bazei radierului.16

Piloti executati pe loc cu forare prin noroi, cu injectie la baza cu d=1.00m iar Hr=1.20 m si lungime maxima L=35m.Numarul forajului este 4

GR= 16944.75 KN

S61 NGF= 7900 KN S62 NGF=NGS= 6000 KN NGS=MGF= 1600 KN MGF=MGS= 1900 KN MGS=

ex -12.95 ey 9.18 ex -4.85

S69 NGF= 10700 KN S70 NGF=NGS= 7500 KN NGS=MGF= 1600 KN MGF=MGS= 1900 KN MGS=

ex -12.95 ey 3.18 ex -4.85

S75 NGF= 10700 KN S76 NGF=NGS= 7500 KN NGS=MGF= 1600 KN MGF=MGS= 1900 KN MGS=

ex -12.95 ey -2.83 ex -4.85

S87 NGF= 7900 KN S88 NGF=NGS= 6000 KN NGS=MGF= 1600 KN MGF=MGS= 1900 KN MGS=

N0=

Page 20: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

ex 3.25 ey -8.83 ex 11.35

1.1Gruparea fundamentalaNGF 70332.4125 KNMGFx -866770.04 KNmMGFy 23657.38 KNm

1.2Gruparea specialaSXP SXNNGXP 49471 KN NGXN 49580 KNMX,SXP -616205.56 KNm MX,SXN -375186.48 KNmMy,SXP 143828.1 KNm My,SXN 125187.12 KNm

SYP SYNNGYP 49671 KN NGYN 49380 KNMX,SYP -329540.35 KNm MX,SYN -352532.69 KNmMy,SYP 280302.96 KNm My,SYN 298031.26 KNm

2. Alegerea fisei pilotului

Baza pilotului ajunge in pamantul necoeziv NFM3 la adancimea 35,9m;

Page 21: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

3. Determinarea capacitatii portante a pilotului izolat la solicitari axiale3.1 Determinarea capacitatii portante a pilotului izolat la solicitari de compresiune

Fc,d valoarea de calcul a incarcarii axiale de compresiune a unui pilot in SLURc,d valoare de calcul a lui Rc

Rc,d=(Rb,k/ƴb,2) +(Rs,k/ƴs,2)ƴb,2= 1.3

Fc,d ≤ Rc,d

Page 22: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

ƴs,2 necoez= 1.9ƴs,2 coez= 2.4Rb,k=Ab*qb,kAb= 0.79 arie pilotqb,k=ɑ(ƴd*db*Nƴ+ƴd,1*Dc*Nq) pt vf in pamant necoeziv

0.65ɑ= 0.4

10.1D= 35.9 fisa pilotului

1.00 diametrul pilotului13.92

3224.4

Nq= 45.5

Dc=β*db daca D>β*dbDc=D daca D<β*dbβ= 15β*db= 15 <D=35,9Dc= 15

3898.553061.9117962355.316766

Rs,k=UΣ qsk*li

Pamant Strat

1 0.8 2 13.4 10.722 1.5 3.5 14 213 2 5.5 27 544 2 7.5 26 52

Nisip fin ID=0,45 NF1

5 1 8.5 51.6 51.66 2 10.5 47.8 95.67 2 12.5 42.1 84.28 2 14.5 49 98

Coeziv Ic=0.72 C2 9 2 16.5 55.5 111

ID=

ƴd=

db=ƴd,1=

φd=Nƴ=

qb,k=Rb,k=Rb,d=

Grosime strat li

Adancime medie strat

qsk,I [kN/m2] qsk,I * li [kN/m]

Argila prafoasa Ic=0.65 C1

Page 23: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Coeziv Ic=0.72 C210 2.5 19 58.9 147.25

Nisip mediu NM2 Id=0,6

11 1 20 77.6 77.612 2 2213 2 2414 2 2615 2 28

Coeziv Ic=0.8 C3 16 1 2917 1.5 30.518 1.4 31.919 2 33.9

Σqsk*li= 802.97U= 3.14ƴs,2 necoez= 1.7ƴs,2 coez= 1.9 → 2810.15Rs,k= 2521.3258

Rc,d= 5165.46

li Ɛi Ɛi/4 r06.4 12 3 0.348 22 5.5 0.774 16 4 0.28

0.5 28 7 0.06Suma r0= 1.45

r= 3.00 r/r0= 2.071.005165.46

3.2 Determinarea capacitatii portante a pilotului la solicitari de tractiune

Nisip fin mediu NFM3 Id=0,65

Rs,d = Rs,k/ys,2 necoez + Rs,k/ys,2 coez=

mu=Rc,g=

Ft,d ≤ Rt,d

Page 24: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

ƴm= 2.4Rs,k= 2521.3258ƴs,2 necoez= 1.7Rt,d= 617.9720098

3.3 Verificaria)

Numarul de piloti:NGF= 70332.4125

np= 1.3*NGF/Rcd= 18np= 60 ales

251.33 kN

28324

15689Smax,x= 2675.65Smax,y= 2833.71

Smax=max(Smax,x; Smax,y)= 2833.71 ≤ Rc,g

Smin,x= 171.42Smin,y= 324.60

Sor,x= 275.92Sor,y= 209.25

3.4 Determinarea rezistentei la incarcare transversala a pilotilor

Gpilot=

Σxi^2=

Σyi^2=

b) Smin ≥ 0 altfel |Smin| ≤ Rt,d

c) Sor=T/np ≤ Rtr,d

Ftr,d ≤ Rtr,d

Page 25: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Se propune armarea pilotilor:

Mx,cap (Smin,x=171.4)= 985 kNmMy,cap (Smin,y=324.6)= 865 kNm

l0= 3 mRtr,k,x= 656.67 → Rtr,d,x= 328.33Rtr,k,x= 576.67 Rtr,d,y= 288.33

Page 26: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat
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Page 31: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Piloti executati pe loc cu forare prin noroi, cu injectie la baza cu d=1.00m iar Hr=1.20 m si lungime maxima L=35m.

7900 KN S63 NGF= 9600 KN S646000 KN NGS= 6750 KN1600 KN MGF= 1600 KN1900 KN MGS= 1900 KN

ey 9.18 ex 3.25 ey 9.18 ex

10700 KN P17 N M P187500 KN SXP 1965 KN 49112 SXP1600 KN SXN -41496 KN 57708 SXN1900 KN SYP -22948 KN 137805 SYP

ey 3.18 SYN -16583 KN 118045 SYNGF -27889 KN GFex 4.02 ey 0.18 ex

10700 KN S85 NGF= 7900 KN S867500 KN NGS= 6000 KN1600 KN MGF= 1600 KN1900 KN MGS= 1900 KN

ey -2.83 ex -12.95 ey -8.83 ex

7900 KN6000 KN1600 KN1900 KN

Page 32: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

ey -8.83

Page 33: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

3.1 Determinarea capacitatii portante a pilotului izolat la solicitari de compresiune

Page 34: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

Strat

C1 6.3 17.6NF1 7 10C2 5.5 20NM2 9 11C3 2.5 20NFM3 4.4 9.8

grosime [m]

greutate specifica

Page 35: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat

NGF= 8750 KNNGS= 6150 KNMGF= 1600 KNMGS= 1900 KN

11.35 ey 9.18

N M-45394 KN 90608

-1824 KN 53766-20281 KN 132829-26937 KN 171834-33204 KN

10.19 ey 0.4NGF= 7900 KNNGS= 6000 KNMGF= 1600 KNMGS= 1900 KN

-4.85 ey -8.83

Page 36: Calcul fundatii piloti-capacitatea portanta a unui pilot izolat