⚑ CORENET X Notes
All the footing / pilecap elements shall be modelled as independent elements* in IFC+SG model with the necessary information required as stipulated in the tables below.
IfcFooting
| S/N | Property | Type | Unit | Limited | Values / Examples |
|---|---|---|---|---|---|
| 1 | DA1-1_BearingCapacity | Integer | kN/m2 | — | e.g. 150 |
| 2 | DA1-2_BearingCapacity | Integer | kN/m2 | — | e.g. 120 |
| 3 | ReferTo2DDetail | Text | — | — | e.g. Dwg Number |
| 4 | ReinforcementSteelGrade | Text | — | Yes | 500A500B500C600A600B600Ce.g. Refer to list^ |
| 5 | SoilVerificationTest | Text | — | — | e.g. 2 nos Plate load Test |
| 6 | Breadth | Length | mm | — | e.g. 6200 |
| 7 | Depth | Length | mm | — | e.g. 300 |
| 8 | Mark | Text | — | — | e.g. F1, F2, PC1, PC2, PC4_1 |
| 9 | Width | Length | mm | — | e.g. 300 |
| 10 | BottomDistribution | Text | — | — | e.g. H16-150 |
| 11 | BottomMain | Text | — | — | e.g. H25-150 |
| 12 | SideBar | Text | — | — | e.g. H13-250 |
| 13 | Stirrups | Text | — | — | e.g. H13-200-300 |
| 14 | StirrupsType | Text | — | Yes | NormalUCCL [for civil defence shelter]Torsione.g. Refer to list^ |
| 15 | TopDistribution | Text | — | — | e.g. H16-150 |
| 16 | TopMain | Text | — | — | e.g. H25-150 |
| 17 | WorkingLoad_DA1-1 | Integer | kN | — | e.g. 4321 |
| 18 | WorkingLoad_DA1-2 | Integer | kN | — | e.g. 4321 |
| 19 | MaterialGrade | Text | — | Yes | C12/15C20/25C30/37C32/40C35/45C40/50C50/60C55/67C60/75C70/85C80/95S235S275S355S460e.g. Refer to list^ |
Machine API: parameters.json — raw README.md / notes.md