corenetx.md
Component
Beam
Discipline
STR
Authorities
BCA
Pages
6–16
Source
CORENET X Code of Practice v3.1 — source ↗
⚑ CORENET X Notes

Multiple beams elements shall be modelled from support to support for beams with continuous spans.

IfcBeam

S/NPropertyTypeUnitLimitedValues / Examples
1BeamSpanTypeTextYesSingleEndInteriorCantilevere.g. Refer to Modelling IFC+SG for Structural Submission here.
2BottomLeftTexte.g. 3H25
3BottomMiddleTexte.g. 3H32+3H25+3H20
4BottomRightTexte.g. 3H25
5ConstructionMethodTextYesCISPCPT (Pre)PT (Post)PFPPVCSpun [for pile element only]e.g. Refer to Modelling IFC+SG for Structural Submission here.
6DepthLengthmme.g. 600
7LeftConnectionDetailTexte.g. Detail 1
8LeftConnectionTypeTextYesPinnedFixedFreee.g. Refer to Modelling IFC+SG for Structural Submission here.
9MarkTexte.g. HB1, VB1, B1
10MaterialGradeTextYesC12/15C20/25C30/37C32/40C35/45C40/50C50/60C55/67C60/75C70/85C80/95S235S275S355S460e.g. Refer to Modelling IFC+SG for Structural Submission here.
11MechanicalConnectionTypeTextYestelescopic beam connectorgrouted sleeveslotus-root systeme.g. telescopic beam connector, grouted sleeves, lotus-root system
12MemberSectionTexte.g. RHS600x30x4, CHS500x3.0, 254x254x63kg/m
13PrefabricatedReinforcementCageBooleanYesTRUEFALSEe.g. TRUE / FALSE
14ReferTo2DDetailTexte.g. Dwg Number
15ReinforcementSteelGradeTextYes500A500B500C600A600B600Ce.g. Refer to Modelling IFC+SG for Structural Submission here.
16RightConnectionDetailTexte.g. Detail 1
17RightConnectionTypeTextYesPinnedFixedFreee.g. Refer to Modelling IFC+SG for Structural Submission here.
18SectionFabricationMethodTextYesHot rolledCold formede.g. Refer to Modelling IFC+SG for Structural Submission here.
19SideBarTexte.g. H13-250
20StirrupsLeftTexte.g. 4H13-300
21StirrupsMiddleTexte.g. 4H13-300
22StirrupsRightTexte.g. 4H13-300
23StirrupsTypeLeftTextYesNormalUCCL [for civil defence shelter]Torsione.g. Refer to Modelling IFC+SG for Structural Submission here.
24StirrupsTypeMiddleTextYesNormalUCCL [for civil defence shelter]Torsione.g. Refer to Modelling IFC+SG for Structural Submission here.
25StirrupsTypeRightTextYesNormalUCCL [for civil defence shelter]Torsione.g. Refer to Modelling IFC+SG for Structural Submission here.
26SpliceConnectionTexte.g. Detail 3
27TopLeftTexte.g. 3H32+3H25
28TopMiddleTexte.g. 3H25
29TopRightTexte.g. 3H32+3H25
30WidthLengthmme.g. 300

Machine API: parameters.json — raw README.md / notes.md