IfcStructuralLoadTemperature

Natural language names
Temperaturlast
Structural Load Temperature
Change log
ItemSPFXMLChangeDescription
IFC2x3 to IFC4 4.0.0.0
    IfcStructuralLoadTemperature
      DeltaTConstantXMODIFIEDName changed from DeltaT_Constant to DeltaTConstant.
      DeltaTYXMODIFIEDName changed from DeltaT_Y to DeltaTY.
      DeltaTZXMODIFIEDName changed from DeltaT_Z to DeltaTZ.
IFC2x3 to IFC4 4.0.0.0
    IfcStructuralLoadTemperature
      DeltaTConstantXMODIFIEDName changed from DeltaT_Constant to DeltaTConstant.
      DeltaTYXMODIFIEDName changed from DeltaT_Y to DeltaTY.
      DeltaTZXMODIFIEDName changed from DeltaT_Z to DeltaTZ.
Semantic definitions at the entity
Entity definition

An instance of the entity IfcStructuralLoadTemperature shall be used to define actions which are caused by a temperature change. As shown in Figure 430, the change of temperature is given with a constant value which is applied to the complete section and values for temperature differences between outer fibres of the section.

HISTORY  New entity in IFC2x2.

"Structural load temperature"

Figure 430 — Structural load temperature

Attribute definitions
#AttributeTypeCardinalityDescription G
2DeltaTConstantIfcThermodynamicTemperatureMeasure? Temperature change which affects the complete section of the structural member, or the uniform portion of a non-uniform temperature change.
NOTE  A positive value describes an increase in temperature. I.e. a positive constant temperature change causes elongation of a member, or compression in the member if there are respective restraints.
X
3DeltaTYIfcThermodynamicTemperatureMeasure? Non-uniform temperature change, specified as the difference of the temperature change at the outer fibre of the positive y direction minus the temperature change at the outer fibre of the negative y direction of the analysis member.
NOTE  A positive non-uniform temperature change in y induces a negative curvature of the member about z, or a positive bending moment about z if there are respective restraints. y and z are local member axes.
X
4DeltaTZIfcThermodynamicTemperatureMeasure? Non-uniform temperature change, specified as the difference of the temperature change at the outer fibre of the positive z direction minus the temperature change at the outer fibre of the negative z direction of the analysis member.
NOTE  A positive non-uniform temperature change in z induces a positive curvature of the member about y, or a negative bending moment about y if there are respective restraints. y and z are local member axes.
X
Inherited definitions from supertypes
Entity inheritance IfcStructuralLoadStatic IfcStructuralLoadOrResult IfcStructuralLoad
Attribute inheritance
#AttributeTypeCardinalityDescriptionG
IfcStructuralLoad
1NameIfcLabel? Optionally defines a name for this load. X
IfcStructuralLoadOrResult
IfcStructuralLoadStatic
IfcStructuralLoadTemperature
2DeltaTConstantIfcThermodynamicTemperatureMeasure? Temperature change which affects the complete section of the structural member, or the uniform portion of a non-uniform temperature change.
NOTE  A positive value describes an increase in temperature. I.e. a positive constant temperature change causes elongation of a member, or compression in the member if there are respective restraints.
X
3DeltaTYIfcThermodynamicTemperatureMeasure? Non-uniform temperature change, specified as the difference of the temperature change at the outer fibre of the positive y direction minus the temperature change at the outer fibre of the negative y direction of the analysis member.
NOTE  A positive non-uniform temperature change in y induces a negative curvature of the member about z, or a positive bending moment about z if there are respective restraints. y and z are local member axes.
X
4DeltaTZIfcThermodynamicTemperatureMeasure? Non-uniform temperature change, specified as the difference of the temperature change at the outer fibre of the positive z direction minus the temperature change at the outer fibre of the negative z direction of the analysis member.
NOTE  A positive non-uniform temperature change in z induces a positive curvature of the member about y, or a negative bending moment about y if there are respective restraints. y and z are local member axes.
X
Formal representations
XML Specification
 <xs:element name="IfcStructuralLoadTemperature" type="ifc:IfcStructuralLoadTemperature" substitutionGroup="ifc:IfcStructuralLoadStatic" nillable="true"/>
 <xs:complexType name="IfcStructuralLoadTemperature">
  <xs:complexContent>
   <xs:extension base="ifc:IfcStructuralLoadStatic">
    <xs:attribute name="DeltaTConstant" type="ifc:IfcThermodynamicTemperatureMeasure" use="optional"/>
    <xs:attribute name="DeltaTY" type="ifc:IfcThermodynamicTemperatureMeasure" use="optional"/>
    <xs:attribute name="DeltaTZ" type="ifc:IfcThermodynamicTemperatureMeasure" use="optional"/>
   </xs:extension>
  </xs:complexContent>
 </xs:complexType>
EXPRESS Specification
ENTITY IfcStructuralLoadTemperature
 SUBTYPE OF (IfcStructuralLoadStatic);
  DeltaTConstant : OPTIONAL IfcThermodynamicTemperatureMeasure;
  DeltaTY : OPTIONAL IfcThermodynamicTemperatureMeasure;
  DeltaTZ : OPTIONAL IfcThermodynamicTemperatureMeasure;
END_ENTITY;

Link to EXPRESS-G diagram EXPRESS-G diagram

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