| Member | Diameter of rebar | Spacing of steel bar | Thickness of cover | Height of member | Calculated moment |
| mm | mm | Mm | mm | kN∙m | |
| Base slab | 25 | 200 | 75 | 1000 | 183 |
| Top slab | 25 | 200 | 75 | 500 | 63 |
| Pier | 25 | 200 | 75 | 1200 | 25 |
| Side wall | 25 | 200 | 75 | 700 | 170 |
| Breast Wall | 16 | 200 | 75 | 400 | 2 |
| Outlet Wall | 16 | 200 | 75 | 400 | 1 |