Cimentaciones

Dibujar los bulbos de esfuerzo verticales en la sección critica

Sección (S -- A´E´)

Sección (A´E´- -B´F´)

Sesión (B´F´-- H)

Sección (H--I)

Sesión ( I—S )


Dibujar el bulbo de esfuerzos verticales en la sección que considere critica
TEORIA DE BOUSSINESQ
Esfuerzos verticales en cada esquina y en el centro.
0.50 |
1.00 |
1.50 |
2.00 |
Profundidades usadas

Se hizopor carga lineal, se multiplico las distancias de (A-D) por el ancho y así sacas la (P ton de 26) y después solo se dividieron los valores de n y m y obtienes tu (Po) de la grafica que se (anexa)
ANCHO ZAPATA =1.30

Esfuerzos en los puntos
σZA | 23.3 | 11.65 | 7.523 | 5.382 |
σ ZB | 23.3 | 11.54 | 7.453 | 5.392 |
σ ZC | 22.78 | 11.28 | 7.523 | 5.759 |
σ ZD | 18.54 | 9.269 | 6.192 |4.615 |
σ ZE | 18.98 | 9.359 | 6.232 | 4.659 |
σ ZF | 18.58 | 9.377 | 6.218 | 4.65 |
σ ZG | 18.97 | 9.308 | 6.179 | 4.635 |
σ ZH | 10.55 | 5.239 | 3.493 | 2.62 |
σ ZI | 6.513 | 3.294 | 2.16 | 1.612 |
σ ZJ | 13.96 | 0.989 | 1.81 | 2.229 |
σ ZK | 4.992 | 0.104 | 0.427 | 0.75 |
σ ZL | 4.992 | 0.104 | 0.427 | 0.75 |

Z mtr | 0.5 | 1 | 1.5 | 2 | 0.5 | 1 | 1.5 | 2 |
Punto | A | A |A | A | A | A | A | A |
zapata | (A-D) | (A-D) | (A-D) | (A-D) | (A-E) | (A-E) | (A-E) | (A-E) |
P ton | 26 | 26 | 26 | 26 | 10.4 | 10.4 | 10.4 | 10.4 |
X | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Y | 20 | 20 | 20 | 20 | 8 | 8 | 8 | 8 |
m=X/Z | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
n=Y/Z | 40 | 20 | 13.33 | 10 | 16 | 8 | 5.333 | 4 |
P0 | 0.32 | 0.32 | 0.31 | 0.29 | 0.32 | 0.32 | 0.31 | 0.31 |σz | 16.64 | 8.32 | 5.373 | 3.77 | 6.66 | 3.328 | 2.149 | 1.612 |
σZA | 23.3 | 11.65 | 7.523 | 5.382 | | | | |

Punto | B | B | B | B | B | B | B | B |
zapata | (A-D) | (A-D) | (A-D) | (A-D) | (B-F) | (B-F) | (B-F) | (B-F) |
P ton | 26 | 26 | 26 | 26 | 10.4 | 10.4 | 10.4 | 10.4 |
X | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Y | 20 | 20 | 20 | 20 | 8 | 8 | 8 | 8 |
m=X/Z | 0 | 0 | 0 | 0 | 0| 0 | 0 | 0 |
n=Y/Z | 40 | 20 | 13.33 | 10 | 16 | 8 | 5.333 | 4 |
P0 | 0.32 | 0.32 | 0.31 | 0.29 | 0.32 | 0.31 | 0.3 | 0.312 |
σz | 16.64 | 8.32 | 5.373 | 3.77 | 6.66 | 3.224 | 2.08 | 1.622 |
σ ZB | 23.3 | 11.54 | 7.453 | 5.392 | | | | |

Punto | C | C | C | C | C | C | C | C |
zapata | (A-D) | (A-D) | (A-D) | (A-D) | (C-G) | (C-G) | (C-G) | (C-G) |
P ton | 26 | 26 | 26 | 26 |10.4 | 10.4 | 10.4 | 10.4 |
X | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Y | 20 | 20 | 20 | 20 | 8 | 8 | 8 | 8 |
m=X/Z | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
n=Y/Z | 40 | 20 | 13.33 | 10 | 16 | 8 | 5.333 | 4 |
P0 | 0.31 | 0.31 | 0.31 | 0.319 | 0.32 | 0.31 | 0.31 | 0.31 |
σz | 16.12 | 8.06 | 5.373 | 4.147 | 6.66 | 3.224 | 2.149 | 1.612 |
σ ZC | 22.78 | 11.28 | 7.523 | 5.759 | | | | |

Punto| D | D | D | D | D | D | D | D |
zapata | (A-D) | (A-D) | (A-D) | (A-D) | (D-I) | (D-I) | (D-I) | (D-I) |
P ton | 26 | 26 | 26 | 26 | 3.9 | 3.9 | 3.9 | 3.9 |
X | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Y | 20 | 20 | 20 | 20 | 3 | 3 | 3 | 3 |
m=X/Z | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
n=Y/Z | 40 | 20 | 13.33 | 10 | 6 | 3 | 2 | 1.5 |
P0 | 0.31 | 0.31 | 0.31 | 0.31 | 0.31 | 0.31 | 0.315 | 0.3 |σz | 16.12 | 8.06 | 5.373 | 4.03 | 2.42 | 1.209 | 0.819 | 0.585 |
σ ZD | 18.54 | 9.269 | 6.192 | 4.615 | | | | |

Punto | E | E | E | E | E | E | E | E |
zapata | (A-E) | (A-E) | (A-E) | (A-E) | (E-G) | (E-G) | (E-G) | (E-G) |
P ton | 10.4 | 10.4 | 10.4 | 10.4 | 19.5 | 19.5 | 19.5 | 19.5 |
X | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Y | 8 | 8 | 8 | 8 | 15 | 15 | 15 | 15 |
m=X/Z | 0 | 0| 0 | 0 | 0 | 0 | 0 | 0 |
n=Y/Z | 16 | 8 | 5.333 | 4 | 30 | 15 | 10 | 7.5 |
P0 | 0.312 | 0.313 | 0.312 | 0.311 | 0.32 | 0.313 | 0.313 | 0.312 |
σz | 6.496 | 3.255 | 2.163 | 1.617 | 12.5 | 6.104 | 4.069 | 3.042 |
σ ZE | 18.98 | 9.359 | 6.232 | 4.659 | | | | |

Punto | F | F | F | F | F | F | F | F |
zapata | (B-F) | (B-F) | (B-F) | (B-F) | (E-G) | (E-G) | (E-G) | (E-G) |
P...