Parametros de entrada Factores de capacidad de carga
c [kPa] 24.00 Nq 3.94
f [ᵒ] 15.00 f [Rad] 0.261799388 Nc 10.98
g [kN/m3] 20.10 Ng1.13
KP1.70
FS 3.00
Tipo de cimentación cuadrada
Factores de forma
B/L 0.10 0.25 0.5 0.75 1.00
Sc1.03 1.08 1.17 1.25 1.34
Sq1.02 1.04 1.08 1.13 1.17
Sg1.02 1.04 1.08 1.13 1.17
Factores de profundidad
Df [m] 0.50
B [m] 0.50 1.00 1.50 2.00 2.50 3.00
Df/B 1.00 0.50 0.33 0.25 0.20 0.17
dc1.26 1.13 1.09 1.07 1.05 1.04
dq1.13 1.07 1.04 1.03 1.03 1.02
dg1.13 1.07 1.04 1.03 1.03 1.02
Capacidad de carga última [kPa]
0.50 1.00 1.50 2.00 2.50 3.00
0.10 395.43 363.08 356.14 355.56 357.51 360.74
0.25 413.66 379.63 372.24 371.49 373.41 376.67
0.50 444.03 407.22 399.06 398.05 399.91 403.20
0.75 474.41 434.82 425.88 424.61 426.41 429.74
1.00 504.78 462.41 452.71 451.17 452.91 456.28
Capacidad de carga admisible [kPa]
0.50 1.00 1.50 2.00 2.50 3.00
0.10 131.81 121.03 118.71 118.52 119.17 120.25
0.25 137.89 126.54 124.08 123.83 124.47 125.56
0.50 148.01 135.74 133.02 132.68 133.30 134.40
0.75 158.14 144.94 141.96 141.54 142.14 143.25
1.00 168.26 154.14 150.90 150.39 150.97 152.09
Leyenda
B/L = 0.1
B/L = 0.25
B/L = 0.5
B/L = 0.75
B/L = 1
B/L
B[m]
B/L
CAPACIDAD DE CARGA EN SUELO - TEORÍA DE MEYERHOFT
qult = cNcscdc + qNqSqdq + 0.5gBNgsgdg
B[m]
0
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0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50
qadm [kPa]
B [m]
B/L = 0.1 B/L = 0.25 B/L = 0.5
B/L = 0.75 B/L = 1