⚑ CORENET X Notes
Column working load is required for 1st storey column only.
Multiple columns elements shall be modelled from support to support (storey to storey) for continuous column.
IfcColumn
| S/N | Property | Type | Unit | Limited | Values / Examples |
|---|---|---|---|---|---|
| 1 | ArrangementType | Text | — | — | e.g. Multi-Tier |
| 2 | Breadth | Length | mm | — | e.g. 300 |
| 3 | ConnectionDetailsBottom | Text | — | — | e.g. Detail 1 |
| 4 | ConnectionDetailsTop | Text | — | — | e.g. Detail 1 |
| 5 | ConnectionTypeBottom | Text | — | Yes | PinnedFixedFreee.g. Refer to Modelling IFC+SG for Structural Submission here |
| 6 | ConnectionTypeTop | Text | — | Yes | PinnedFixedFreee.g. Refer to Modelling IFC+SG for Structural Submission here |
| 7 | ConstructionMethod | Text | — | Yes | CISPCPT (Pre)PT (Post)PFPPVCSpun [for pile element only]e.g. Refer to Modelling IFC+SG for Structural Submission here |
| 8 | Diameter | Length | mm | — | e.g. 600 |
| 9 | EndStorey | Text | — | — | e.g. 2nd Storey, Roof Storey |
| 10 | MainRebar | Text | — | — | e.g. 6H32+6H25 |
| 11 | Mark | Text | — | — | e.g. C1, TC1 |
| 12 | MaterialGrade | Text | — | Yes | C12/15C20/25C30/37C32/40C35/45C40/50C50/60C55/67C60/75C70/85C80/95S235S275S355S460e.g. Refer to Modelling IFC+SG for Structural Submission here |
| 13 | MechanicalConnectionType | Text | — | Yes | column shoesgrouted sleevesspiral connectore.g. column shoes, grouted sleeves, spiral connector |
| 14 | MemberSection | Text | — | — | e.g. RHS600x30x4, CHS500x3.0, 254x254x63kg/m |
| 15 | PrefabricatedReinforcementCage | Boolean | — | Yes | TRUEFALSEe.g. TRUE / FALSE |
| 16 | ReferTo2DDetail | Text | — | — | e.g. Dwg Number |
| 17 | ReinforcementSteelGrade | Text | — | Yes | 500A500B500C600A600B600Ce.g. Refer to Modelling IFC+SG for Structural Submission here |
| 18 | SectionFabricationMethod | Text | — | Yes | Hot rolledCold formede.g. Refer to Modelling IFC+SG for Structural Submission here |
| 19 | SpliceDetail | Text | — | — | e.g. Detail 3 |
| 20 | StartingStorey | Text | — | — | e.g. 1st Storey, Lower Roof Storey |
| 21 | Stirrups | Text | — | — | e.g. 4H13-300 |
| 22 | StirrupsType | Text | — | Yes | NormalUCCL [for civil defence shelter]Torsione.g. Refer to Modelling IFC+SG for Structural Submission here |
| 23 | Width | Length | mm | — | e.g. 600 |
| 24 | WorkingLoad_DA1-1 | Integer | kN | — | e.g. 1234 |
| 25 | WorkingLoad_DA1-2 | Integer | kN | — | e.g. 1234 |
Machine API: parameters.json — raw README.md / notes.md