CARACTERÍSTICAS CONSTRUCTIVAS
MODELOH
(m)
h1
(mm)
h2
(mm)
Dp
(mm)
Db
(mm)
dtt
(mm)
Conicidad
(mm/m)
Espesor
de chapa (mm)
Peso
(kg)
CH 160-9E900090001102091.40112.597
CH 160-11E11000110001102311.45112.5127
CH 250-9E900090001102811.50192.5119
CH 250-11E11000110001103191.55192.5160
CH 250-13E13000900047501103491.60192,5/2,5203
CH 400-9E900090001453341.60212.5146
CH 400-11E11000110001453761.65212.5195
CH 400-13E13000900047501453711.70183/3275
CH 400-15E15000900067501454071.75183/3322
CH 630-9E900090001453221.80203172
CH 630-11E11000110001453651.85203228
CH 630-13E13000900048501453931.90203/3,5308
CH 630-15E15000900069501454321.95203/3,5365
CH 800-9E900090002003891.85213216
CH 800-11E11000110002004311.90213283
CH 800-13E13000900048502004641.95213,5/3,5418
CH 800-15E15000900068502005062.00213,5/3,5487
CH 1000-9E900090002004161.90245.5411
CH 1000-11E11000110002004641.95245.5542
CH 1000-13E13000900050002004992.00245,5/5,5692
CH 1000-15E15000900070002005472.05245,5/5,5805
CH 1000-17E17000900090002005952.10245,5/5,5917
CH 1250-9E900090002004522.00285.5435
CH 1250-11E11000110002005082.05285.5578
CH 1250-13E13000900050002005512.10285,5/5,5741
CH 1250-15E15000900070002006072.15285,5/5,5863
CH 1250-17E17000900090002006632.20285,5/5,5985
CH 1600-9E900090002004522.10286.5512
CH 1600-11E11000110002005082.15286.5681
CH 1600-13E13000900050002005492.20286,5/6,5871
CH 1600-15E15000900070002006052.25286,5/6,51015
CH 1600-17E17000900090002006612.30286,5/6,51158
CH 2500-11E11000110003006082.35286.5877
CH 2500-13E13000900052503006492.40286,5/6,51136
CH 2500-15E15000900072503007052.45286,5/6,51313
CH 2500-17E17000900092503007612.50286,5/6,51490
CIMENTACIÓN
CIMENTACIONES PARA APOYOS DE CHAPA EMPOTRADOS
 
MODELOH TOTAL
(m)

(m)
K=8
a (m)
K=8
v (m3)
K=12
a (m)
K=12
v (m3)
K=16
a (m)
K=16
v (m3)
CH 160 E91.250.670.560.490.300.410.21
CH 160 E111.300.700.640.520.350.430.24
CH 250 E91.350.750.760.560.420.480.31
CH 250 E111.400.800.900.590.490.520.38
CH 250 E131.450.841.020.620.560.550.44
CH 400 E91.450.891.150.660.630.530.41
CH 400 E111.500.951.350.720.780.580.50
CH 400 E131.600.951.440.720.830.570.52
CH 400 E151.650.951.490.720.860.610.61
CH 630 E91.650.881.280.640.680.520.45
CH 630 E111.700.951.530.700.830.570.54
CH 630 E131.751.001.750.730.930.590.62
CH 630 E151.801.041.950.761.040.630.72
CH 800 E91.700.981.630.710.860.590.59
CH 800 E111.751.061.970.781.060.630.70
CH 800 E131.801.122.260.831.240.660.79
CH 800 E151.851.162.490.861.370.710.92
CH 1000 E91.751.061.970.781.060.620.66
CH 1000 E111.801.152.380.861.330.660.79
CH 1000 E131.851.232.800.911.530.700.90
CH 1000 E151.901.273.060.951.710.751.06
CH 1000 E171.951.313.350.981.870.801.23
CH 1250 E91.851.082.160.791.150.650.79
CH 1250 E111.901.182.650.871.440.710.95
CH 1250 E131.951.263.100.931.690.751.10
CH 1250 E152.001.323.480.971.880.811.30
CH 1250 E172.051.353.741.012.090.861.53
CH 1600 E91.951.132.490.821.310.650.83
CH 1600 E112.001.243.080.911.660.711.00
CH 1600 E132.051.323.570.981.970.751.15
CH 1600 E152.101.394.061.032.230.811.36
CH 1600 E172.151.444.461.062.420.861.59
CH 2500 E112.201.354.010.982.110.811.44
CH 2500 E132.251.454.731.052.480.851.62
CH 2500 E152.301.535.381.122.890.911.88
CH 2500 E172.351.606.021.173.220.962.17

En el cuadro adjunto se indican las cimentaciones necesarias según sea el terreno flojo, normal o rocoso, definido por un coeficiente de compresibilidad media o dos metros de profundidad de 8, 12 y 16 Kg/cm³ respectivamente. 
Estas cimentaciones se han verificado al vuelco por la fórmula de Sulzberger con coeficiente de seguridad 1,5.
Ha de verificarse que 1,5 Mv ≤ M1 + M2
Donde:
M1= 0,278 Kah3 
M2= 0,4 Pa 
Para:
K= 8 Kg/cm³ (terreno flojo) 
K= 12 Kg/cm³ (terreno normal) 
K= 16 Kg/cm³ (terreno rocoso)