| Material |
|
| Concrete | 25 N/mm2 (MPa) |
| Steel | 360/520 for main bars & 240/350 for confinement bars |
| Loads |
|
| Own weight | Calculated by the program |
| Dead load | 5 KN/m2 |
| Live load | 2 KN/m2 |
| Wind load | Not Considered |
| Seismic load | As mentioned below |
| Modeling |
|
| Elements | Non Linear frame element for beam and column Shell element for slab |
| P-delta effect | Not considered |
| Diaphragm | Rigid diaphragm for slab |
| Support type | Fixed |