Zapata Colindante

| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| DISEÑO DE ZAPATA PERIMETRAL CON CARGA PUNTUAL | | | | Z-1 | | | | | | | | |
| | | | | || | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| I DATOS DE DISEÑO | | |Considerando en forma conservadora un | 80.00% | de la resistencia | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Pu= | 20 | T | | Rt= | 55.5 | Ton/m2 | |fTerreno= | 44.4 | Ton/m2 | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| I DATOS Y CONSTANTES DE DISEÑO | | | | | || | |
| Fc = | 1.1 | | | | Factor de Carga | | | | |
1 | Concreto | | | | | | | | | | |
|  c = | | | | | 2.4 | T/m3 | | | | | | |
| | | | | | | | | || | | | | | | |
| f'c = | | | | | 250 | kg/cm2 | | | | | |
| | | | | | | | | | | | | | | | | |
| f*c= | | 0.8 x f´c = | | 200 | kg/cm2 | | | | | || | | | | | | | | | | | | | | | | |
| f"c= | | 0.85 x f*c = | | 170 | kg/cm2 | | | | | |
| ______ | | | | | | | | | | | | | | | |
 | f*c= | | | | |14.14 | kg/cm2 | | | | | |
| | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | |
2 | Acero | | | | | | | | | | |
| | || | | | | | | | | | | | | | |
| | fy = | | | | | | 4200 | kg/cm2 | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | || | | | | | | |
| Pmin= | 0.7 |  | f¨c= | 0.00264 | kg/cm2 | | | | | | | | | | | | | | | | | |
| | | _________ | | | | | | | | | | | | | | | | | |...