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Base slab (Rough)

ARC-SLAB-BASE

Rough dimensions according to structural engineering for base slabs in design development and permitting stages.

Description

  • Coarsely dimensioned base or raft slab according to the structural concept.
  • Used for coordination between architecture and structural engineering, not for execution planning.

Modelling guidelines

  • Model as a simplified volume; split at component boundaries.
  • Do not model reinforcement, foundation details, or layer build-ups.
  • Early: concept via sketches as structural sketch in the architecture model; verify exclusion zones from the structural engineer.
  • Later: align the same components with Reference in the structural model as well.
  • Use an IfcMaterial that corresponds to the actual material class.

Attributes

Name Description Unit
ObjectType

Marks the base slab.

Allowed values

  • BASESLAB - base slab
PredefinedType

Marks the base slab.

Allowed values

  • BASESLAB - base slab
LoadBearing

Pset_SlabCommon

Marks the element as a load-bearing component in the architecture model.

Allowed values

  • TRUE - load-bearing element
GrossVolume

Qto_SlabBaseQuantities

Gross volume of the modelled base slab.

Status

Pset_SlabCommon

Element status for coordination on existing buildings.

Allowed values

  • NEW - new
  • EXISTING - existing
  • DEMOLISH - to demolish
  • TEMPORARY - temporary
ElementStatus

ePset_ElementStatus

Element status for coordination on existing buildings.

Allowed values

  • NEW - new
  • EXISTING - existing
  • DEMOLISH - to demolish
  • TEMPORARY - temporary

Note

  • IFC2x3 substitute for Status.

Contact

abstract ag

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