| Type of Structure | G + 4 Storied Rigid Jointed frame (RC Moment Resisting Frame) |
| Seismic Zone | V, As per IS 1893 Part I, Z = 0.36 |
| Importance Factor | For All General Buildings = 1 |
| Rock and Hard Soil Site Factor | Hard Soil = 1 |
| Damping Ratio | 0.05 |
| Imposed load | 2 kN/m2 |
| Storey Height | 3.15 m |
| Specific Weight of RCC | 25 kN/m3 |
| Specific Weight of Brick Infill | 18 kN/m3 |
| Infill Wall | 150 mm |
| Corner Columns Size C1 | 230 × 380 mm |
| Side Columns Size C2 | 300 × 380 mm |
| Middle Columns Size C3 | 300 × 450 mm |