| TENSION ADM (kg/cm2) | ANCHO ZAPATA (m) | |||
|---|---|---|---|---|
| a |  |
1 | |
0.60 |
| b | |
2 | |
0.65 |
| c | |
3 | |
0.75 |
| d | |
0.85 | ||
| e | |
1.05 | ||
| f | |
1.10 | ||
| g | |
1.20 | ||
| h | |
1.25 | ||
| i | |
1.40 | ||
| j | |
1.45 | ||
| k | |
1.65 | ||
| l | |
1.75 | ||
| m | |
2.10 | ||
| n | |
2.20 |
 |
| E EDIFICACIÓN | EC ACONDICIONAMIENTO Y CIMIENTOS | ECC ELEMENTOS DE CONTENCIÓN | ECCM MUROS |
ECCM07$ m Muro 1sótano zapata centrada |
|---|
|