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 |