calculo de cargas.xlsx
TRANSCRIPT
CO
LU
MN
A
CARGA EN KN
A-1 2.1168 1.1907 13.23A-2 2.7216 1.701 18.9A-3 2.20752 1.3797 15.33A-4 1.7388 1.08675 11.697A-5 2.32848 1.4553 16.17A-6 1.2852 0.80325 8.925B-1 7.9128 4.45095 49.455B-2 10.1736 2.9673 70.65B-3 8.25192 5.15745 57.305B-4 6.4998 4.062375 45.1375B-5 8.70408 1.4553 16.17B-6 4.8042 3.002625 33.3625C-1 7.9128 4.45095 49.455C-2 10.1736 2.9673 70.65C-3 8.25192 5.15745 57.305C-4 6.4998 4.062375 45.1375C-5 8.70408 5.44005 60.445C-6 4.8042 3.002625 33.3625D-1 2.1168 1.1907 13.23D-2 2.7216 1.701 18.9D-3 2.20752 1.3797 15.33D-4 1.7388 1.08675 11.697D-5 2.32848 5.44005 60.445D-6 1.2852 0.80325 8.925A-1 1.34208 0.559 9.32A-2 4.24512 6.191 29.48A-3 5.3568 4.460 37.2A-4 4.47552 2.800 31.08A-5 4.65408 2.900 32.32A-6 2.736 1.145 19B-1 5.164416 9.688 35.864B-2 10.14912 29.600 70.48B-3 3.55104 1.312 21.86B-4 5.33376 4.608 37.04B-5 6.57216 6.840 45.64B-6 2.74752 2.290 19.08C-1 5.164416 9.688 35.864C-2 9.7056 20.220 67.4
CA
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M)
CA
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C-3 7.68384 8.004 53.36C-4 6.1344 5.120 42.6C-5 6.45696 5.381 44.84C-6 2.74752 1.145 19.08D-1 2.54016 2.117 17.64D-2 5.4432 4.540 37.8D-3 4.41792 2.761 30.68D-4 3.47904 1.460 24.16D-5 4.65408 2.900 32.32D-6 2.736 0.570 19A-1 2.42496 0.025 16.84A-2 3.46464 0.036 24.06A-3 2.28 0.024 15.82A-4 1.68 0.018 11.68A-5 2.96 0.031 20.58A-6 1.75 0.018 12.16B-1 3.73248 0.039 25.92B-2 4.74336 0.049 32.94B-3 2.7 0.028 18.72B-4 1.95 0.020 13.52B-5 4.12 0.043 28.64B-6 2.59 0.027 17.98C-1 3.18 0.033 22.08C-2 3.94 0.041 27.36C-3 1.81 0.019 12.58C-4 1.34 0.014 9.3C-5 3.51 0.037 24.4C-6 2.59 0.027 17.98D-1 2.42496 0.025 16.84D-2 3.46 0.036 24.06D-3 2.28 0.024 15.82D-4 1.68 0.018 11.68D-5 2.96 0.031 20.58D-6 1.75 0.018 12.16
0.001
CARGA EN KN
SUMATAORIA DE CARGAS DE CADA COLUMNA
0.592
PLATA CIMENTACION
COLUMNA CM CVN0.791 A-1 601.00 1.780.642 A-2 601.00 7.930.505 A-3 601.00 5.860.677 A-4 601.00 3.900.374 A-5 601.00 4.392.212 A-6 601.00 1.972.351 B-1 601.00 14.182.399 B-2 601.00 32.621.889 B-3 601.00 6.501.817 B-4 601.00 8.691.396 B-5 601.00 8.342.212 B-6 601.00 5.322.351 C-1 601.00 14.172.399 C-2 601.00 23.231.889 C-3 601.00 13.182.530 C-4 601.00 9.201.396 C-5 601.00 10.860.592 C-6 601.00 4.170.791 D-1 601.00 3.330.642 D-2 601.00 6.280.505 D-3 601.00 4.161.390 D-4 601.00 2.560.374 D-5 601.00 8.370.680
PL
AN
TA
SE
GU
ND
O Y
TE
RC
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PIS
O
D-6 601.00 1.393.7333.5122.6032.7021.3885.313
14.2201.7403.5574.7981.8025.313
10.706
CA
RG
A D
E
SIS
MO
(C
.SIS
MO
)
5.612
PL
AN
TA
SE
GU
ND
O Y
TE
RC
ER
PIS
O
4.0264.2351.3921.6663.5722.5681.7672.7021.1830.438
CU
BIE
RT
A0.6260.4120.3040.5350.3160.6750.8570.4880.3520.7450.4680.5750.7120.3270.2420.6340.4680.4380.6250.4120.3040.5350.316
SUMATAORIA DE CARGAS DE CADA COLUMNA
CVM CSIS 0.17939.39 1.7172.44 5.1568.35 4.5754.46 3.4169.07 3.9140.09 2.08
111.24 8.20174.07 17.43
97.88 4.6395.70 5.8090.45 7.3670.42 3.67
107.40 8.10165.41 13.77123.24 8.34
97.04 6.16129.69 7.40
70.42 3.2647.71 2.7080.76 4.9961.83 3.6247.54 2.58
113.35 4.6340.09 1.87
Sa
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AC
TO
R
DE
A
CE
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RA
CIO
N)
INGENIERO BUENOS DIAS; A CONTINUACION PRESENTAMOS LA HOJA DE EXCEL FORMULADA PARA LOS FACTORES DE SEGURIDAD DE CADA UNA DE LAS COMBINACIONES DE CARGA. GRACIAS
COLU
MN
A
CARGA EN KN COMBINACIONES DE CARGA (KN) DIMENSIONES (m)
CM
+C
VN
CM
+C
VM
B (
An
cho
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L (
Lar
go
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AR
EA
A-1 57.6828 17.444 386.022 16.758 75.1268 443.7048 91.8848 1 1.6 1.6A-2 102.214 77.714 709.912 50.47 179.928 812.126 230.398 1 1.3 1.3A-3 96.432 57.428 669.83 44.786 153.86 766.262 198.646 1 1 1A-4 77.322 38.22 533.708 33.418 115.542 611.03 148.96 1 1 1A-5 97.412 43.022 676.886 38.318 140.434 774.298 178.752 1 1 1A-6 56.546 19.306 392.882 20.384 75.852 449.428 96.236 1 1.6 1.6B-1 164.738 138.964 1090.15 80.36 303.702 1254.89 384.062 1 1 1B-2 245.686 319.676 1705.89 170.814 565.362 1951.572 736.176 1 1 1B-3 142.1 63.7 959.322 45.374 205.8 1101.422 251.174 1.3 1 1.3B-4 135.044 85.162 937.86 56.84 220.206 1072.904 277.046 1.3 1 1.3B-5 190.12 81.732 886.41 72.128 271.852 1076.53 343.98 1 1.3 1.3B-6 99.372 52.136 690.116 35.966 151.508 789.488 187.474 1 1 1C-1 159.348 138.866 1052.52 79.38 298.214 1211.868 377.594 1 1 1C-2 233.436 227.654 1621 134.946 461.09 1854.454 596.036 1.6 1 1.6C-3 173.95 129.164 1207.85 81.732 303.114 1381.8 384.846 1 1 1C-4 136.906 90.16 950.992 60.368 227.066 1087.898 287.434 1.3 1 1.3C-5 182.966 106.428 1271 72.52 289.394 1453.928 361.914 1.3 1 1.3C-6 99.372 40.866 690.116 31.948 140.238 789.488 172.186 1 1 1D-1 69.384 32.634 467.558 26.46 102.018 536.942 128.478 1.6 1 1.6D-2 113.876 61.544 791.448 48.902 175.42 905.324 224.322 1.3 1 1.3D-3 87.318 40.768 605.934 35.476 128.086 693.252 163.562 1 1 1D-4 67.62 25.088 465.892 25.284 92.708 533.512 117.992 1 1 1D-5 97.412 82.026 1110.83 45.374 179.438 1208.242 224.812 1 1 1D-6 56.546 13.622 392.882 18.326 70.168 449.428 88.494 1 1.6 1.6
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INGENIERO BUENOS DIAS; A CONTINUACION PRESENTAMOS LA HOJA DE EXCEL FORMULADA PARA LOS FACTORES DE SEGURIDAD DE CADA UNA DE LAS COMBINACIONES DE CARGA. GRACIAS
DIMENSIONES (m) ESFUERZO ACTUANTE ( KN/m^2) ESFUERZO RESISTENTE (KN/m^2) FACTOR DE SEGURIDAD INDIRECTO
DF
(m
)
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
0.3 0.251 46.954 277.316 57.428 46.954 277.316 57.428 4.685 0.7931 138.406 624.712 177.229 112.455 624.712 177.229 1.956 0.4331 153.860 766.262 198.646 96.163 766.262 198.646 2.287 0.4591 115.542 611.030 148.960 72.214 611.030 148.960 3.046 0.5761 140.434 774.298 178.752 87.771 774.298 178.752 2.506 0.4551 47.408 280.893 60.148 47.408 280.893 60.148 4.640 0.7831 303.702 1254.890 384.062 189.814 1254.890 384.062 1.159 0.2801 565.362 1951.572 736.176 353.351 1951.572 736.176 0.623 0.1801 158.308 847.248 193.211 128.625 847.248 193.211 1.773 0.3311 169.389 825.311 213.112 137.629 825.311 213.112 1.657 0.3401 209.117 828.100 264.600 169.907 828.100 264.600 1.295 0.3271 151.508 789.488 187.474 94.693 789.488 187.474 2.323 0.4461 298.214 1211.868 377.594 186.384 1211.868 377.594 1.180 0.2901 288.181 1159.034 372.523 288.181 1159.034 372.523 0.820 0.2041 303.114 1381.800 384.846 189.446 1381.800 384.846 1.161 0.2551 174.666 836.845 221.103 141.916 836.845 221.103 1.607 0.3351 222.611 1118.406 278.395 180.871 1118.406 278.395 1.261 0.2511 140.238 789.488 172.186 87.649 789.488 172.186 2.510 0.4461 63.761 335.589 80.299 63.761 335.589 80.299 3.70495 0.703931 134.938 696.403 172.555 109.638 696.403 172.555 2.08051 0.403131 128.086 693.252 163.562 80.054 693.252 163.562 2.74779 0.507681 92.708 533.512 117.992 57.942 533.512 117.992 3.79636 0.659691 179.438 1208.242 224.812 112.149 1208.242 224.812 1.96142 0.291291 43.855 280.893 55.309 43.855 280.893 55.309 5.01586 0.78311
CM
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INGENIERO BUENOS DIAS; A CONTINUACION PRESENTAMOS LA HOJA DE EXCEL FORMULADA PARA LOS FACTORES DE SEGURIDAD DE CADA UNA DE LAS COMBINACIONES DE CARGA. GRACIAS
FACTOR DE SEGURIDAD INDIRECTO
0.153.8301.5281.7722.3631.9693.6570.9160.4781.4531.3171.0231.8770.9320.6340.9151.2701.0082.044
2.94192001741.62695812272.15180176322.98285476981.56554365433.9771396931
CM
+C
VN
+C
.SIS
MO
COLU
MN
ACARGA EN KN COMBINACIONES DE CARGA (KN) DIMENSIONES (m)
CM
+C
VN
CM
+C
VM
B (
An
cho
r) m
L (
Lar
go
) m
AR
EA
A-1 57.6828 17.444 386.022 16.758 75.1268 443.7048 91.8848 1 1.6 1.6A-2 102.214 77.714 709.912 50.47 179.928 812.126 230.398 1 1.3 1.3A-3 96.432 57.428 669.83 44.786 153.86 766.262 198.646 1 1 1A-4 77.322 38.22 533.708 33.418 115.542 611.03 148.96 1 1 1A-5 97.412 43.022 676.886 38.318 140.434 774.298 178.752 1 1 1A-6 56.546 19.306 392.882 20.384 75.852 449.428 96.236 1 1.6 1.6B-1 164.738 138.964 1090.15 80.36 303.702 1254.89 384.062 1 1 1B-2 245.686 319.676 1705.89 170.814 565.362 1951.572 736.176 1 1 1B-3 142.1 63.7 959.322 45.374 205.8 1101.422 251.174 1.3 1 1.3B-4 135.044 85.162 937.86 56.84 220.206 1072.904 277.046 1.3 1 1.3B-5 190.12 81.732 886.41 72.128 271.852 1076.53 343.98 1 1.3 1.3B-6 99.372 52.136 690.116 35.966 151.508 789.488 187.474 1 1 1C-1 159.348 138.866 1052.52 79.38 298.214 1211.868 377.594 1 1 1C-2 233.436 227.654 1621 134.946 461.09 1854.454 596.036 1.6 1 1.6C-3 173.95 129.164 1207.85 81.732 303.114 1381.8 384.846 1 1 1C-4 136.906 90.16 950.992 60.368 227.066 1087.898 287.434 1.3 1 1.3C-5 182.966 106.428 1271 72.52 289.394 1453.928 361.914 1.3 1 1.3C-6 99.372 40.866 690.116 31.948 140.238 789.488 172.186 1 1 1D-1 69.384 32.634 467.558 26.46 102.018 536.942 128.478 1.6 1 1.6D-2 113.876 61.544 791.448 48.902 175.42 905.324 224.322 1.3 1 1.3D-3 87.318 40.768 605.934 35.476 128.086 693.252 163.562 1 1 1D-4 67.62 25.088 465.892 25.284 92.708 533.512 117.992 1 1 1D-5 97.412 82.026 1110.83 45.374 179.438 1208.242 224.812 1 1 1D-6 56.546 13.622 392.882 18.326 70.168 449.428 88.494 1 1.6 1.6
CA
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(C
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CA
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(C
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(C
.SIS
MO
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CM
+C
VN
+C
.SIS
MO
DIMENSIONES (m) ESFUERZO ACTUANTE ( KN/m^2) ESFUERZO RESISTENTE (KN/m^2) FACTOR DE SEGURIDAD INDIRECTOD
F (
m)
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
0.3 0.251 46.954 277.316 57.428 46.954 277.316 57.428 3.820 0.6471 138.406 624.712 177.229 112.455 624.712 177.229 1.595 0.3531 153.860 766.262 198.646 96.163 766.262 198.646 1.865 0.3751 115.542 611.030 148.960 72.214 611.030 148.960 2.484 0.4701 140.434 774.298 178.752 87.771 774.298 178.752 2.044 0.3711 47.408 280.893 60.148 47.408 280.893 60.148 3.783 0.6391 303.702 1254.890 384.062 189.814 1254.890 384.062 0.945 0.2291 565.362 1951.572 736.176 353.351 1951.572 736.176 0.508 0.1471 158.308 847.248 193.211 128.625 847.248 193.211 1.431 0.2671 169.389 825.311 213.112 137.629 825.311 213.112 1.338 0.2751 209.117 828.100 264.600 169.907 828.100 264.600 1.056 0.2671 151.508 789.488 187.474 94.693 789.488 187.474 1.894 0.3641 298.214 1211.868 377.594 186.384 1211.868 377.594 0.962 0.2371 288.181 1159.034 372.523 288.181 1159.034 372.523 0.655 0.1631 303.114 1381.800 384.846 189.446 1381.800 384.846 0.947 0.2081 174.666 836.845 221.103 141.916 836.845 221.103 1.297 0.2711 222.611 1118.406 278.395 180.871 1118.406 278.395 1.018 0.2031 140.238 789.488 172.186 87.649 789.488 172.186 2.046 0.3641 63.761 335.589 80.299 63.761 335.589 80.299 2.962 0.5631 134.938 696.403 172.555 109.638 696.403 172.555 1.679 0.3251 128.086 693.252 163.562 80.054 693.252 163.562 2.241 0.4141 92.708 533.512 117.992 57.942 533.512 117.992 3.096 0.5381 179.438 1208.242 224.812 112.149 1208.242 224.812 1.599 0.2381 43.855 280.893 55.309 43.855 280.893 55.309 4.090 0.639
CM
+C
VN
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CM
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.SIS
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FACTOR DE SEGURIDAD INDIRECTO
0.153.1231.2461.4451.9271.6052.9820.7470.3901.1731.0630.8341.5310.7600.5070.7461.0250.8141.6672.3521.3131.7552.4321.2773.243
CM
+C
VN
+C
.SIS
MO
COLU
MN
ACARGA EN KN COMBINACIONES DE CARGA (KN) DIMENSIONES (m)
CM
+C
VN
CM
+C
VM
B (
An
cho
r) m
L (
Lar
go
) m
AR
EA
A-1 57.6828 17.444 386.022 16.758 75.1268 443.7048 91.8848 1 1.6 1.6A-2 102.214 77.714 709.912 50.47 179.928 812.126 230.398 1 1.3 1.3A-3 96.432 57.428 669.83 44.786 153.86 766.262 198.646 1 1 1A-4 77.322 38.22 533.708 33.418 115.542 611.03 148.96 1 1 1A-5 97.412 43.022 676.886 38.318 140.434 774.298 178.752 1 1 1A-6 56.546 19.306 392.882 20.384 75.852 449.428 96.236 1 1.6 1.6B-1 164.738 138.964 1090.15 80.36 303.702 1254.89 384.062 1 1 1B-2 245.686 319.676 1705.89 170.814 565.362 1951.572 736.176 1 1 1B-3 142.1 63.7 959.322 45.374 205.8 1101.422 251.174 1.3 1 1.3B-4 135.044 85.162 937.86 56.84 220.206 1072.904 277.046 1.3 1 1.3B-5 190.12 81.732 886.41 72.128 271.852 1076.53 343.98 1 1.3 1.3B-6 99.372 52.136 690.116 35.966 151.508 789.488 187.474 1 1 1C-1 159.348 138.866 1052.52 79.38 298.214 1211.868 377.594 1 1 1C-2 233.436 227.654 1621 134.946 461.09 1854.454 596.036 1.6 1 1.6C-3 173.95 129.164 1207.85 81.732 303.114 1381.8 384.846 1 1 1C-4 136.906 90.16 950.992 60.368 227.066 1087.898 287.434 1.3 1 1.3C-5 182.966 106.428 1271 72.52 289.394 1453.928 361.914 1.3 1 1.3C-6 99.372 40.866 690.116 31.948 140.238 789.488 172.186 1 1 1D-1 69.384 32.634 467.558 26.46 102.018 536.942 128.478 1.6 1 1.6D-2 113.876 61.544 791.448 48.902 175.42 905.324 224.322 1.3 1 1.3D-3 87.318 40.768 605.934 35.476 128.086 693.252 163.562 1 1 1D-4 67.62 25.088 465.892 25.284 92.708 533.512 117.992 1 1 1D-5 97.412 82.026 1110.83 45.374 179.438 1208.242 224.812 1 1 1D-6 56.546 13.622 392.882 18.326 70.168 449.428 88.494 1 1.6 1.6
CA
RG
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(C
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CA
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L (
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DIMENSIONES (m) ESFUERZO ACTUANTE ( KN/m^2) ESFUERZO RESISTENTE (KN/m^2) FACTOR DE SEGURIDAD INDIRECTOD
F (
m)
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
0.3 0.251 46.954 277.316 57.428 46.954 277.316 57.428 4.117 0.6971 138.406 624.712 177.229 112.455 624.712 177.229 1.719 0.3811 153.860 766.262 198.646 96.163 766.262 198.646 2.010 0.4041 115.542 611.030 148.960 72.214 611.030 148.960 2.677 0.5061 140.434 774.298 178.752 87.771 774.298 178.752 2.202 0.3991 47.408 280.893 60.148 47.408 280.893 60.148 4.077 0.6881 303.702 1254.890 384.062 189.814 1254.890 384.062 1.018 0.2461 565.362 1951.572 736.176 353.351 1951.572 736.176 0.547 0.1581 158.308 847.248 193.211 128.625 847.248 193.211 1.572 0.2941 169.389 825.311 213.112 137.629 825.311 213.112 1.469 0.3021 209.117 828.100 264.600 169.907 828.100 264.600 1.138 0.2871 151.508 789.488 187.474 94.693 789.488 187.474 2.041 0.3921 298.214 1211.868 377.594 186.384 1211.868 377.594 1.037 0.2551 288.181 1159.034 372.523 288.181 1159.034 372.523 0.733 0.1821 303.114 1381.800 384.846 189.446 1381.800 384.846 1.020 0.2241 174.666 836.845 221.103 141.916 836.845 221.103 1.425 0.2971 222.611 1118.406 278.395 180.871 1118.406 278.395 1.118 0.2231 140.238 789.488 172.186 87.649 789.488 172.186 2.205 0.3921 63.761 335.589 80.299 63.761 335.589 80.299 3.312 0.6291 134.938 696.403 172.555 109.638 696.403 172.555 1.845 0.3571 128.086 693.252 163.562 80.054 693.252 163.562 2.415 0.4461 92.708 533.512 117.992 57.942 533.512 117.992 3.336 0.5801 179.438 1208.242 224.812 112.149 1208.242 224.812 1.724 0.2561 43.855 280.893 55.309 43.855 280.893 55.309 4.408 0.688
CM
+C
VN
+C
SIS
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CM
+C
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+C
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MO
FACTOR DE SEGURIDAD INDIRECTO
0.153.3661.3421.5572.0761.7303.2140.8050.4201.2881.1680.8991.6500.8190.5670.8041.1260.8941.7962.6301.4431.8912.6211.3763.495
CM
+C
VN
+C
.SIS
MO
COLU
MN
ACARGA EN KN COMBINACIONES DE CARGA (KN) DIMENSIONES (m)
CM
+C
VN
CM
+C
VM
B (
An
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L (
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AR
EA
A-1 57.6828 17.444 386.022 16.758 75.1268 443.7048 91.8848 1 1.6 1.6A-2 102.214 77.714 709.912 50.47 179.928 812.126 230.398 1 1.3 1.3A-3 96.432 57.428 669.83 44.786 153.86 766.262 198.646 1 1 1A-4 77.322 38.22 533.708 33.418 115.542 611.03 148.96 1 1 1A-5 97.412 43.022 676.886 38.318 140.434 774.298 178.752 1 1 1A-6 56.546 19.306 392.882 20.384 75.852 449.428 96.236 1 1.6 1.6B-1 164.738 138.964 1090.15 80.36 303.702 1254.89 384.062 1 1 1B-2 245.686 319.676 1705.89 170.814 565.362 1951.572 736.176 1 1 1B-3 142.1 63.7 959.322 45.374 205.8 1101.422 251.174 1.3 1 1.3B-4 135.044 85.162 937.86 56.84 220.206 1072.904 277.046 1.3 1 1.3B-5 190.12 81.732 886.41 72.128 271.852 1076.53 343.98 1 1.3 1.3B-6 99.372 52.136 690.116 35.966 151.508 789.488 187.474 1 1 1C-1 159.348 138.866 1052.52 79.38 298.214 1211.868 377.594 1 1 1C-2 233.436 227.654 1621 134.946 461.09 1854.454 596.036 1.6 1 1.6C-3 173.95 129.164 1207.85 81.732 303.114 1381.8 384.846 1 1 1C-4 136.906 90.16 950.992 60.368 227.066 1087.898 287.434 1.3 1 1.3C-5 182.966 106.428 1271 72.52 289.394 1453.928 361.914 1.3 1 1.3C-6 99.372 40.866 690.116 31.948 140.238 789.488 172.186 1 1 1D-1 69.384 32.634 467.558 26.46 102.018 536.942 128.478 1.6 1 1.6D-2 113.876 61.544 791.448 48.902 175.42 905.324 224.322 1.3 1 1.3D-3 87.318 40.768 605.934 35.476 128.086 693.252 163.562 1 1 1D-4 67.62 25.088 465.892 25.284 92.708 533.512 117.992 1 1 1D-5 97.412 82.026 1110.83 45.374 179.438 1208.242 224.812 1 1 1D-6 56.546 13.622 392.882 18.326 70.168 449.428 88.494 1 1.6 1.6
CA
RG
A
MU
ER
TA
(C
M)
CA
RG
AV
IVA
N
OR
MA
L (
CV
N)
CA
RG
A V
IVA
M
AX
IMA
(C
VM
)
CA
RG
A D
E
SIS
MO
(C
.SIS
MO
)
CM
+C
VN
+C
.SIS
MO
DIMENSIONES (m) ESFUERZO ACTUANTE ( KN/m^2) ESFUERZO RESISTENTE (KN/m^2) FACTOR DE SEGURIDAD INDIRECTOD
F (
m)
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
CM
+C
VN
CM
+C
VM
0.3 0.25 0.151 46.954 277.316 57.428 46.954 277.316 57.428 3.829 0.648 3.1311 138.406 624.712 177.229 112.455 624.712 177.229 1.599 0.354 1.2491 153.860 766.262 198.646 96.163 766.262 198.646 1.870 0.375 1.4481 115.542 611.030 148.960 72.214 611.030 148.960 2.490 0.471 1.9311 140.434 774.298 178.752 87.771 774.298 178.752 2.049 0.372 1.6091 47.408 280.893 60.148 47.408 280.893 60.148 3.793 0.640 2.9891 303.702 1254.890 384.062 189.814 1254.890 384.062 0.947 0.229 0.7491 565.362 1951.572 736.176 353.351 1951.572 736.176 0.509 0.147 0.3911 158.308 847.248 193.211 128.625 847.248 193.211 1.398 0.268 1.1771 169.389 825.311 213.112 137.629 825.311 213.112 1.306 0.275 1.0671 209.117 828.100 264.600 169.907 828.100 264.600 1.058 0.267 0.8361 151.508 789.488 187.474 94.693 789.488 187.474 1.899 0.364 1.5351 298.214 1211.868 377.594 186.384 1211.868 377.594 0.965 0.237 0.7621 288.181 1159.034 372.523 288.181 1159.034 372.523 0.624 0.164 0.5091 303.114 1381.800 384.846 189.446 1381.800 384.846 0.949 0.208 0.7481 174.666 836.845 221.103 141.916 836.845 221.103 1.267 0.272 1.0281 222.611 1118.406 278.395 180.871 1118.406 278.395 0.994 0.203 0.8171 140.238 789.488 172.186 87.649 789.488 172.186 2.051 0.364 1.6711 63.761 335.589 80.299 63.761 335.589 80.299 2.820 0.565 2.3611 134.938 696.403 172.555 109.638 696.403 172.555 1.640 0.326 1.3171 128.086 693.252 163.562 80.054 693.252 163.562 2.246 0.415 1.7591 92.708 533.512 117.992 57.942 533.512 117.992 3.103 0.539 2.4381 179.438 1208.242 224.812 112.149 1208.242 224.812 1.603 0.238 1.2801 43.855 280.893 55.309 43.855 280.893 55.309 4.100 0.640 3.251
CM
+C
VN
+C
SIS
MO
CM
+C
VN
+C
.SIS
MO
CM
+C
VN
+C
.SIS
MO
SUMATAORIA DE CARGAS DE CADA COLUMNA TERZAGHI
COLUMNA CM CVN CVM CSISesfuerzo total
A-1 601.00 1.78 39.39 1.71 351.953 587.7A-2 601.00 7.93 72.44 5.15 351.953 587.7A-3 601.00 5.86 68.35 4.57 351.953 587.7A-4 601.00 3.90 54.46 3.41 351.953 587.7A-5 601.00 4.39 69.07 3.91 351.953 587.7A-6 601.00 1.97 40.09 2.08 351.953 587.7B-1 601.00 14.18 111.24 8.20 351.953 587.7B-2 601.00 32.62 174.07 17.43 351.953 587.7B-3 601.00 6.50 97.88 4.63 364.9625 587.7B-4 601.00 8.69 95.70 5.80 364.9625 587.7B-5 601.00 8.34 90.45 7.36 351.953 587.7B-6 601.00 5.32 70.42 3.67 351.953 587.7C-1 601.00 14.17 107.40 8.10 351.953 587.7C-2 601.00 23.23 165.41 13.77 377.972 587.7C-3 601.00 13.18 123.24 8.34 351.953 587.7C-4 601.00 9.20 97.04 6.16 364.9625 587.7C-5 601.00 10.86 129.69 7.40 364.9625 587.7C-6 601.00 4.17 70.42 3.26 351.953 587.7D-1 601.00 3.33 47.71 2.70 377.972 587.7D-2 601.00 6.28 80.76 4.99 364.9625 587.7D-3 601.00 4.16 61.83 3.62 351.953 587.7D-4 601.00 2.56 47.54 2.58 351.953 587.7D-5 601.00 8.37 113.35 4.63 351.953 587.7D-6 601.00 1.39 40.09 1.87 351.953 587.7
esfuerzo efectivo
MEYERHOF VESIC HANSEN
286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7
294.59935 531.7 323.59195 531.7 295.51975 531.7294.59935 531.7 323.59195 531.7 295.51975 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7302.2192 531.7 337.9024 531.7 303.352 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7
294.59935 531.7 323.59195 531.7 295.51975 531.7294.59935 531.7 323.59195 531.7 295.51975 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7302.2192 531.7 337.9024 531.7 303.352 531.7
294.59935 531.7 323.59195 531.7 295.51975 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7286.9795 531.7 309.2815 531.7 287.6875 531.7
esfuerzo efectivo
esfuerzo total
esfuerzo efectivo
esfuerzo total
esfuerzo efectivo
esfuerzo total
