IfcStructuralAnalysisDomain.pot

# Industry Foundation Classes IFC.
        # Copyright (C) 2020 buildingSMART
        #
        #, fuzzy
        msgid ""
        msgstr ""
        "Project-Id-Version: PACKAGE VERSION\n"
        "Report-Msgid-Bugs-To: http://bugs.kde.org\n"
        "POT-Creation-Date: 2020-09-25 10:09+0200\n"
        "X-Crowdin-SourceKey: msgstr\n"
        "Language-Team: buildingSMART community\n"
        
#:IFC.xml:41878
msgid "IfcActionSourceTypeEnum"
msgstr "IfcActionSourceTypeEnum"

msgid "IfcActionSourceTypeEnum_DEFINITION"
msgstr "This enumeration type contains possible action sources. HISTORY New enumeration in IFC2x2. bSI Documentation"

#:IFC.xml:41907
msgid "IfcActionTypeEnum"
msgstr "IfcActionTypeEnum"

msgid "IfcActionTypeEnum_DEFINITION"
msgstr "This enumeration type is used to distinguish between possible action types at a high level. It can be used for an automated definition of load combinations and for dimensioning. The contained items and their acronyms are adopted from the Eurocode standard. HISTORY New enumeration in IFC2x2. bSI Documentation"

#:IFC.xml:41914
msgid "IfcAnalysisModelTypeEnum"
msgstr "IfcAnalysisModelTypeEnum"

msgid "IfcAnalysisModelTypeEnum_DEFINITION"
msgstr "This type definition is used to distinguish between different types of structural analysis models. The analysis models are differentiated by their dimensionality. HISTORY New enumeration in IFC2x2. bSI Documentation"

#:IFC.xml:41930
msgid "IfcAnalysisModelTypeEnum_IN_PLANE_LOADING_2D"
msgstr "IN PLANE LOADING 2D"

msgid "IfcAnalysisModelTypeEnum_IN_PLANE_LOADING_2D_DEFINITION"
msgstr ""

#:IFC.xml:41932
msgid "IfcAnalysisModelTypeEnum_OUT_PLANE_LOADING_2D"
msgstr "OUT PLANE LOADING 2D"

msgid "IfcAnalysisModelTypeEnum_OUT_PLANE_LOADING_2D_DEFINITION"
msgstr ""

#:IFC.xml:41931
msgid "IfcAnalysisModelTypeEnum_LOADING_3D"
msgstr "LOADING 3D"

msgid "IfcAnalysisModelTypeEnum_LOADING_3D_DEFINITION"
msgstr ""

#:IFC.xml:41933
msgid "IfcAnalysisTheoryTypeEnum"
msgstr "IfcAnalysisTheoryTypeEnum"

msgid "IfcAnalysisTheoryTypeEnum_DEFINITION"
msgstr "This enumeration is used to distinguish between different types of structural analysis methods, including first order theory, second order theory small deformations , third order theory large deformations and the full nonlinear theory geometric nonlinearity together with other nonlinearities such as plasticity . HISTORY New enumeration in IFC2x2. bSI Documentation"

#:IFC.xml:41941
msgid "IfcLoadGroupTypeEnum"
msgstr "IfcLoadGroupTypeEnum"

msgid "IfcLoadGroupTypeEnum_DEFINITION"
msgstr "This enumeration is used to distinguish between different levels of load grouping. It allows to differentiate between load groups, load cases, and load combinations. HISTORY New enumeration in IFC2x2. .change ifc2x4 IFC4 CHANGE LOAD COMBINATION GROUP deprecated. Load cases are directly assigned to load combinations with different factors for each load case load combination pair by means of [[IfcRelAssignsToGroupByFactor]] . bSI Documentation"

#:IFC.xml:41957
msgid "IfcLoadGroupTypeEnum_LOAD_CASE"
msgstr "LOAD CASE"

msgid "IfcLoadGroupTypeEnum_LOAD_CASE_DEFINITION"
msgstr "Groups LOAD GROUPs and instances of subtypes of [[IfcStructuralAction]] . X 0D It should be used as a container for loads with the same origin."

#:IFC.xml:41959
msgid "IfcLoadGroupTypeEnum_LOAD_GROUP"
msgstr "LOAD GROUP"

msgid "IfcLoadGroupTypeEnum_LOAD_GROUP_DEFINITION"
msgstr "Groups instances of subtypes of [[IfcStructuralAction]] . It shall be used as a container for loads grouped together for specific purposes, such as loads which are part of a special load pattern."

#:IFC.xml:41958
msgid "IfcLoadGroupTypeEnum_LOAD_COMBINATION"
msgstr "LOAD COMBINATION"

msgid "IfcLoadGroupTypeEnum_LOAD_COMBINATION_DEFINITION"
msgstr "An intermediate level between LOAD CASE and LOAD COMBINATION. This level is obsolete and deprecated. Before the introduction of [[IfcRelAssignsToGroupByFactor]] , the purpose of this level was to provide a factor with which one or more LOAD CASEs occur in a LOAD COMBINATION."

#:IFC.xml:41960
msgid "IfcProjectedOrTrueLengthEnum"
msgstr "IfcProjectedOrTrueLengthEnum"

msgid "IfcProjectedOrTrueLengthEnum_DEFINITION"
msgstr "This enumeration type is needed for load definition and is only considered if the load values are given as global actions and if they define linear or planar loads that is, one or two dimensionally distributed loads . Figure 1 illustrates the interpretation of a load definition depending on the enumeration types [[IfcGlobalOrLocalEnum]] and [[IfcProjectedOrTrueLengthEnum]] . HISTORY New enumeration in IFC2x2. projected or true length .. .. .. .. .. .. figures ifcprojectedortruelengthenum fig1.gif Figure 1 Projected or true length bSI Documentation"

#:IFC.xml:41964
msgid "IfcRelConnectsStructuralActivity"
msgstr "IfcRelConnectsStructuralActivity"

msgid "IfcRelConnectsStructuralActivity_DEFINITION"
msgstr "The [[IfcRelConnectsStructuralActivity]] relationship connects a structural activity either an action or reaction to a structural member, structural connection, or element. HISTORY New entity in IFC2x2. bSI Documentation"

#:IFC.xml:41984
msgid "IfcRelConnectsStructuralActivity_RelatedStructuralActivity"
msgstr "RelatedStructuralActivity"

msgid "IfcRelConnectsStructuralActivity_RelatedStructuralActivity_DEFINITION"
msgstr "RelatedStructuralActivity"

#:IFC.xml:41965
msgid "IfcRelConnectsStructuralActivity_RelatingElement"
msgstr "RelatingElement"

msgid "IfcRelConnectsStructuralActivity_RelatingElement_DEFINITION"
msgstr "Reference to a structural item or element to which the specified activity is applied."

#:IFC.xml:41998
msgid "IfcRelConnectsStructuralMember"
msgstr "IfcRelConnectsStructuralMember"

msgid "IfcRelConnectsStructuralMember_DEFINITION"
msgstr "The entity [[IfcRelConnectsStructuralMember]] defines all needed properties describing the connection between structural members and structural connection objects nodes or supports . HISTORY New entity in IFC2x2. Use Definition Point Connection Instances of the entity [[IfcRelConnectsStructuralMember]] shall be used to describe a connection between an instance of [[IfcStructuralPointConnection]] and either an instance of [[IfcStructuralCurveMember]] or [[IfcStructuralSurfaceMember]] . The RelatedStructuralConnection for point connections has to be of type [[IfcStructuralPointConnection]] . Curve Connection Instances of the entity [[IfcRelConnectsStructuralMember]] shall be used to describe a connection between an instance of [[IfcStructuralCurveConnection]] and an instance of either [[IfcStructuralCurveMember]] or [[IfcStructuralSurfaceMember]] . The RelatedStructuralConnection for curve connections has to be of type [[IfcStructuralCurveConnection]] . Surface Connection Instances of the entity [[IfcRelConnectsStructuralMember]] shall be used to describe a connection between an instance of [[IfcStructuralSurfaceConnection]] and an instance of [[IfcStructuralSurfaceMember]] . The RelatedStructuralConnection for curve connections has to be of type [[IfcStructuralSurfaceConnection]] . Coordinate System for Applied Conditions All values defined by AppliedCondition or AdditionalConditions are given within the coordinate system provided by ConditionCoordinateSystem , which is defined relative to the local coordinate system of the structural member. If the ConditionCoordinateSystem is not defined, the local coordinate system of the structural member is used instead. Supported Length Optionally a supported length can be given, which specifies the length or width of the physical connection along a curve connection. Figure 1 illustrates the appropriate definition of support lengths. Figure 1 Structural member support lengths bSI Documentation"

#:IFC.xml:11112
msgid "IfcRelConnectsStructuralMember_ConditionCoordinateSystem"
msgstr "ConditionCoordinateSystem"

msgid "IfcRelConnectsStructuralMember_ConditionCoordinateSystem_DEFINITION"
msgstr "ConditionCoordinateSystem"

#:IFC.xml:42006
msgid "IfcRelConnectsStructuralMember_RelatingStructuralMember"
msgstr "RelatingStructuralMember"

msgid "IfcRelConnectsStructuralMember_RelatingStructuralMember_DEFINITION"
msgstr "RelatingStructuralMember"

#:IFC.xml:42020
msgid "IfcRelConnectsStructuralMember_AdditionalConditions"
msgstr "AdditionalConditions"

msgid "IfcRelConnectsStructuralMember_AdditionalConditions_DEFINITION"
msgstr "AdditionalConditions"

#:IFC.xml:42032
msgid "IfcRelConnectsStructuralMember_RelatedStructuralConnection"
msgstr "RelatedStructuralConnection"

msgid "IfcRelConnectsStructuralMember_RelatedStructuralConnection_DEFINITION"
msgstr "RelatedStructuralConnection"

#:IFC.xml:42046
msgid "IfcRelConnectsStructuralMember_AppliedCondition"
msgstr "AppliedCondition"

msgid "IfcRelConnectsStructuralMember_AppliedCondition_DEFINITION"
msgstr "AppliedCondition"

#:IFC.xml:41999
msgid "IfcRelConnectsStructuralMember_SupportedLength"
msgstr "SupportedLength"

msgid "IfcRelConnectsStructuralMember_SupportedLength_DEFINITION"
msgstr "Defines the supported length of this structural connection. See Fig. for more detail."

#:IFC.xml:42058
msgid "IfcRelConnectsWithEccentricity"
msgstr "IfcRelConnectsWithEccentricity"

msgid "IfcRelConnectsWithEccentricity_DEFINITION"
msgstr "The entity [[IfcRelConnectsWithEccentricity]] adds the definition of eccentricity to the connection between a structural member and a structural connection representing either a node or support . NOTE Another eccentricity model is available independently of eccentric connection specification The section profile of a curve member may be inserted eccentrically with respect to the member s reference curve, see definitions at [[IfcStructuralCurveMember]] . Whether one or the other or both eccentricity models may be used is subject to information requirements and local agreements. HISTORY New entity in IFC2x3. .change ifc2x4 IFC4 CHANGE Use definitions changed to always require two topology items. Use Definition Point Connection ConnectionConstraint shall be of type [[IfcConnectionPointGeometry]] and shall refer to two instances of [[IfcVertexPoint]] . Curve Connection ConnectionConstraint shall be of type [[IfcConnectionCurveGeometry]] and shall refer to two instances of [[IfcEdge]] or subtypes. Surface Connection ConnectionConstraint shall be of type [[IfcConnectionSurfaceGeometry]] and shall refer to two instances of [[IfcFaceSurface]] . bSI Documentation"

#:IFC.xml:9498
msgid "IfcRelConnectsWithEccentricity_ConnectionConstraint"
msgstr "ConnectionConstraint"

msgid "IfcRelConnectsWithEccentricity_ConnectionConstraint_DEFINITION"
msgstr "ConnectionConstraint"

#:IFC.xml:42061
msgid "IfcStructuralAction"
msgstr "IfcStructuralAction"

msgid "IfcStructuralAction_DEFINITION"
msgstr "A structural action is a structural activity that acts upon a structural item or building element. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attribute DestabilizingLoad made optional. Attribute CausedBy deleted use [[IfcRelAssignsToProduct]] via ReferencedBy instead. .use head Relationship use definition Structural actions are grouped into either an [[IfcStructuralLoadGroup]] of predefined type LOAD GROUP or, more often, an [[IfcStructuralLoadCase]] . This is accomplished via the inverse relationship HasAssignments and an [[IfcRelAssignsToGroup]] relationship object. [[IfcStructuralLoadGroup]].LoadGroupFor or [[IfcStructuralLoadCase]].LoadGroupFor respectively refers to the structural analysis model s in which the loads are used. It is furthermore possible to establish relationships between actions in one analysis model and reactions in another analysis model which cause the actions. For example, a support reaction from one structural system may be taken over as a load onto another supporting structural system. This is expressed by means of the inverse relationship ReferencedBy of the action and an [[IfcRelAssignsToProduct]] relationship object. [[IfcRelAssignsToProduct]].Name is set to Causes and [[IfcRelAssignsToProduct]].RelatedObjects refers to an instance of a subtype of [[IfcStructuralReaction]] . bSI Documentation"

#:IFC.xml:42062
msgid "IfcStructuralAction_DestabilizingLoad"
msgstr "DestabilizingLoad"

msgid "IfcStructuralAction_DestabilizingLoad_DEFINITION"
msgstr "Indicates if this action may cause a stability problem. If it is FALSE , no further investigations regarding stability problems are necessary."

#:IFC.xml:42069
msgid "IfcStructuralActivity"
msgstr "IfcStructuralActivity"

msgid "IfcStructuralActivity_DEFINITION"
msgstr "The abstract entity [[IfcStructuralActivity]] combines the definition of actions such as forces, displacements, etc. and reactions support reactions, internal forces, deflections, etc. which are specified by using the basic load definitions from the IfcStructuralLoadResource . The differentiation between actions and reactions is realized by instantiating objects either from subclasses of [[IfcStructuralAction]] or [[IfcStructuralReaction]] respectively. They inherit commonly needed attributes from the abstract superclass [[IfcStructuralActivity]] , notably the relationship which connects actions or reactions with connections, analysis members, or elements subtypes of [[IfcStructuralItem]] or [[IfcElement]] . NOTE Instances of [[IfcStructuralActivity]] which are connected with an [[IfcElement]] are subject to agreements outside the scope of this specification. NOTE The semantics of [[IfcStructuralActivity]] are only fully defined if an activity instance is connected with exactly one structural item. The inverse attribute AssignedToStructuralItem can only be empty in incomplete models or in conceptual models which are not yet ready for analysis. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Cardinality of attribute AssignedToStructuralItem relaxed from 1 to 0..1 in order to allow for schema compliant incomplete models as well as conceptual models without load item relationships. Coordinate Systems The following coordinate systems are distinguished The so called global coordinate system is the coordinate system shared by all items and activities which are grouped in a common [[IfcStructuralAnalysisModel]] . This coordinate system is established by an ObjectPlacement . This coordinate system is not necessarily the same as the [[IfcProject]] s world coordinate system. The so called local coordinate system is a coordinate system local to a structural item connection or member . This coordinate system is established by a Representation in conjunction with further use definitions and attributes of subtypes of [[IfcStructuralItem]] . Representation items in topology representations are always given within the ObjectPlacement , i.e. in so called global coordinates global with respect to the [[IfcStructuralAnalysisModel]] to which this activity belongs . Locations of the load objects in the AppliedLoad attribute if of type [[IfcStructuralLoadConfiguration]] are always given in local coordinates. Directions of the load objects in the AppliedLoad attribute refer to global or local coordinates according to the GlobalOrLocal attribute. The ObjectPlacement and Representation are sometimes not explicitly instantiated instead they may be implied as described below. Global and local coordinate systems are then determined in the same way as with explicit placement and representation. Topology Use Definitions Instances of [[IfcStructuralActivity]] which are connected with a structural item of same dimensionality, i.e. a point action or reaction connected with a point item [[IfcStructuralPointConnection]] , a curve action or reaction connected with a curve item [[IfcStructuralCurveConnection]] , [[IfcStructuralCurveMember]] , or a surface action or reaction connected with a surface item [[IfcStructuralSurfaceConnection]] , [[IfcStructuralSurfaceMember]] and which acts on the entire surface of the item and is not specified by isocontours shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the [[IfcStructuralActivity]] is the same as the ones of the [[IfcStructuralItem]] . Instances of [[IfcStructuralActivity]] which are connected with a curve item [[IfcStructuralCurveConnection]] , [[IfcStructuralCurveMember]] and act on a point of the item a surface item [[IfcStructuralSurfaceConnection]] , [[IfcStructuralSurfaceMember]] and act on a point or on a curve or on a part of the surface of the item shall have a topology representation as specified below. It includes a placement and a product representation. The [[IfcProductRepresentation]] shall be given by an item in a Representation of type [[IfcTopologyRepresentation]] . Instances of [[IfcStructuralActivity]] which are connected with a surface item [[IfcStructuralSurfaceConnection]] , [[IfcStructuralSurfaceMember]] and are specified by isocontours shall have a shape representation as specified below. It includes a placement and a product representation. The [[IfcProductRepresentation]] shall be given by items in a Representation of type [[IfcShapeRepresentation]] . Shape representation and topology representation may be combined. Local Placement The local placement for [[IfcStructuralActivity]] is defined in its supertype [[IfcProduct]] . It is defined by the [[IfcLocalPlacement]] , which establishes a global coordinate system which shall be common to all items and activities in an [[IfcStructuralAnalysisModel]] . Topology Representation Instances of [[IfcStructuralActivity]] which act on parts of a surface item shall have a topology representation given by a face with underlying surface geometry, [[IfcFaceSurface]] , which should be the single item of [[IfcTopologyRepresentation]].Items . The surface establishes a local coordinate system of the activity The origin of surface parameters u,v is the origin of the local coordinate system. The local x and y directions follow the tangents on the surface and are in parallel with and directed like u and v respectively. The local z direction is in parallel with and directed like the surface normal. RepresentationIdentifier Reference RepresentationType Face Instances of [[IfcStructuralActivity]] which act on a curve on a surface item shall have a topology representation given by an edge [[IfcEdge]] or subtype , which should be the single item of [[IfcTopologyRepresentation]].Items . The curve geometry shall be compatible with the surface geometry of the connected item. In conjunction with this surface, the curve establishes a local coordinate system of the activity The origin of the curve parameter u is the origin of the local coordinate system. The local x direction follows the tangent on the curve and is directed like u. The local z direction is in parallel with and directed like the surface normal of the connected surface item. The local x,y,z directions form a right handed Cartesian coordinate system. RepresentationIdentifier Reference RepresentationType Edge NOTE While an [[IfcEdge]] or [[IfcOrientedEdge]] with underlying [[IfcEdge]] does not provide an explicit underlying curve geometry, it may be used to imply an underlying straight line as reference curve with the origin of the curve parameter at the start vertex point. Instances of [[IfcStructuralActivity]] which act on a single point on a curve or surface item shall have a topology representation given by an [[IfcVertexPoint]] , which should be the single item of [[IfcTopologyRepresentation]].Items . The point geometry shall be compatible with the curve or surface geometry of the connected item. The local coordinate system of the activity is oriented by the curve or surface geometry of the connected item as described above for activities with edge or face topology. RepresentationIdentifier Reference RepresentationType Vertex Shape Representation Instances of [[IfcStructuralActivity]] which act on a surface item and are specified by isocontours level sets shall have a shape representation given by a set of curves on a surface, IfcPCurve . The basis surface shall comply with or preferably be identical with the surface of the structural item to which the activity is connected. The representation identifier and type of this geometric representation is RepresentationIdentifier Level set RepresentationType GeometricCurveSet bSI Documentation"

#:IFC.xml:41984
msgid "IfcStructuralActivity_AssignedToStructuralItem"
msgstr "AssignedToStructuralItem"

msgid "IfcStructuralActivity_AssignedToStructuralItem_DEFINITION"
msgstr "AssignedToStructuralItem"

#:IFC.xml:42077
msgid "IfcStructuralActivity_AppliedLoad"
msgstr "AppliedLoad"

msgid "IfcStructuralActivity_AppliedLoad_DEFINITION"
msgstr "AppliedLoad"

#:IFC.xml:42070
msgid "IfcStructuralActivity_GlobalOrLocal"
msgstr "GlobalOrLocal"

msgid "IfcStructuralActivity_GlobalOrLocal_DEFINITION"
msgstr "Indicates whether the load directions refer to the global coordinate system global to X 0D the analysis model, i.e. as established by [[IfcStructuralAnalysisModel]].SharedPlacement X 0D or to the local coordinate system local to the activity or connected item, as established by X 0D an explicit or implied representation and its parameter space . X 0D X 0D NOTE, the informal definition of IfcRepresentationResource.[[IfcGlobalOrLocalEnum]] doe s not distinguish between global coordinate system and world coordinate system . On the other hand, this distinction is necessary in the IfcStructuralAnalysisDomain where the shared global coordinate system of an analysis model may very well not be the same as the project wide world coordinate system. X 0D X 0D NOTE In the scope of [[IfcStructuralActivity]].GlobalOrLocal , the meaning of GLOBAL COORDS is therefore not to be taken as world coordinate system but as the analysis model specific shared coordinate system. In contrast, LOCAL COORDS is to be taken as coordinates which are local to individual structural items and activities, as established by subclass specific geometry use definitions."

#:IFC.xml:42089
msgid "IfcStructuralAnalysisModel"
msgstr "IfcStructuralAnalysisModel"

msgid "IfcStructuralAnalysisModel_DEFINITION"
msgstr "The [[IfcStructuralAnalysisModel]] is used to assemble all information needed to represent a structural analysis model. It encompasses certain general properties such as analysis type , references to all contained structural members, structural supports or connections, as well as loads and the respective load results. Important functionalities for the description of an analysis model are derived from existing IFC entities From [[IfcSystem]] it inherits the ability to couple the built system via [[IfcRelReferencedInSpatialStructure]] to one or more [[IfcSpatialElement]] subtypes as necessary. From [[IfcGroup]] it inherits the inverse attribute IsGroupedBy, pointing to the relationship class [[IfcRelAssignsToGroup]] . This allows the grouping of structural members instances of [[IfcStructuralMember]] , and supports instances of [[IfcStructuralConnection]] which belong to a specific analysis model. NOTE Loads as instances of [[IfcStructuralAction]] are not included through IsGroupedBy. Loads are assigned through the LoadedBy attribute relationship, using load groups as a grouping mechanism. Only top level load groups should be referenced via LoadedBy, i.e. load combinations if any load combinations exist, or load cases if no load combinations exist in this analysis model. NOTE Results as instances of [[IfcStructuralReaction]] are not included through IsGroupedBy. Results are assigned through the HasResults attribute relationship, using result groups as a grouping mechanism. From [[IfcObjectDefinition]] it inherits the inverse attribute IsDecomposedBy pointing to the relationship class [[IfcRelAggregates]]. It provides the hierarchy between the separate partial analysis models. HISTORY New entity in IFC2x2. Informal Propositions If one or more structural item instance of a subtype of [[IfcStructuralItem]] is grouped into an [[IfcStructuralAnalysisModel]], the attribute SharedPlacement shall be provided with a value. The ObjectPlacement of all structural items which are grouped into the same instance of [[IfcStructuralAnalysisModel]] shall refer to the same instance of [[IfcObjectPlacement]] as [[IfcStructuralAnalysisModel]].SharedPlacement. NOTE This rule is necessary to achieve consistent topology representations. The topology representations of structural items in an analysis model are meant to share vertices and edges und must therefore have the same object placement. NOTE A structural item may be grouped into more than one analysis model. In this case, all these models must use the same instance of [[IfcObjectPlacement]]. bSI Documentation"

#:IFC.xml:9795
msgid "IfcStructuralAnalysisModel_SharedPlacement"
msgstr "SharedPlacement"

msgid "IfcStructuralAnalysisModel_SharedPlacement_DEFINITION"
msgstr "SharedPlacement"

#:IFC.xml:11160
msgid "IfcStructuralAnalysisModel_OrientationOf2DPlane"
msgstr "OrientationOf2DPlane"

msgid "IfcStructuralAnalysisModel_OrientationOf2DPlane_DEFINITION"
msgstr "OrientationOf2DPlane"

#:IFC.xml:41918
msgid "IfcStructuralAnalysisModel_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralAnalysisModel_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42096
msgid "IfcStructuralAnalysisModel_LoadedBy"
msgstr "LoadedBy"

msgid "IfcStructuralAnalysisModel_LoadedBy_DEFINITION"
msgstr "LoadedBy"

#:IFC.xml:42110
msgid "IfcStructuralAnalysisModel_HasResults"
msgstr "HasResults"

msgid "IfcStructuralAnalysisModel_HasResults_DEFINITION"
msgstr "HasResults"

#:IFC.xml:42124
msgid "IfcStructuralConnection"
msgstr "IfcStructuralConnection"

msgid "IfcStructuralConnection_DEFINITION"
msgstr "An [[IfcStructuralConnection]] represents a structural connection object node connection, edge connection, or surface connection or supports. HISTORY New entity in IFC2x2. bSI Documentation"

#:IFC.xml:42032
msgid "IfcStructuralConnection_ConnectsStructuralMembers"
msgstr "ConnectsStructuralMembers"

msgid "IfcStructuralConnection_ConnectsStructuralMembers_DEFINITION"
msgstr "ConnectsStructuralMembers"

#:IFC.xml:42127
msgid "IfcStructuralConnection_AppliedCondition"
msgstr "AppliedCondition"

msgid "IfcStructuralConnection_AppliedCondition_DEFINITION"
msgstr "AppliedCondition"

#:IFC.xml:42139
msgid "IfcStructuralCurveAction"
msgstr "IfcStructuralCurveAction"

msgid "IfcStructuralCurveAction_DEFINITION"
msgstr "A structural curve action defines an action which is distributed over a curve. A curve action may be connected with a curve member or curve connection, or surface member or surface connection. HISTORY New entity in IFC4. .change ifc2x4 IFC4 CHANGE Former entity IfcStructuralLinearActionVarying from IFC2x2 has been removed and are replaced by this entity. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions Standard Case If connected with a curve item, instances of [[IfcStructuralCurveAction]] shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the [[IfcStructuralActivity]] is the same as the ones of the member or connection. Special Case 1 If connected with a surface item, instances of [[IfcStructuralCurveAction]] shall have an ObjectPlacement and Representation , containing an [[IfcEdgeCurve]] . See [[IfcStructuralActivity]] for further definitions. Special Case 2 If not connected with a structural item which may happen in an incomplete or conceptual model , a curve action should have an ObjectPlacement and Representation , containing an [[IfcEdgeCurve]] . See [[IfcStructuralActivity]] for further definitions. .spec head Informal Propositions 1. If the curve action is of the predefined type CONST, SINUS, or PARABOLA, SELF [[IfcStructuralActivity]].AppliedLoad must not be of type [[IfcStructuralLoadConfiguration]] . In case of SINUS and PARABOLA, the load item defines the maximum of the load at the centre of the load distribution. 2. If the curve action is of the predefined type LINEAR, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two items. 3. If the curve action is of the predefined type POLYGONAL, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain three or more items. 4. If the curve action is of the predefined type DISCRETE, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two or more items. 5. In case of types LINEAR, POLYGONAL, and DISCRETE, the load items shall have one dimensional [[IfcStructuralLoadConfiguration]].Locations , defining the location of the load samples in local coordinates of the curve action. The load items shall be provided in ascending order according to their locations. The first and the last load item define the extent of the load distribution. 6. Point actions must be of type DISCRETE, thus contain two or more load points. Single point loads are modeled by [[IfcStructuralPointAction]] . 7. All items in SELF [[IfcStructuralActivity]].AppliedLoad [[IfcStructuralLoadConfiguration]].Values shall be of the same entity type. bSI Documentation"

#:IFC.xml:42159
msgid "IfcStructuralCurveAction_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralCurveAction_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42152
msgid "IfcStructuralCurveAction_ProjectedOrTrue"
msgstr "ProjectedOrTrue"

msgid "IfcStructuralCurveAction_ProjectedOrTrue_DEFINITION"
msgstr "Defines whether load values are given per true length of the curve on which they act, or per length of the projection of the curve in load direction. The latter is only applicable to loads which act in global coordinate directions."

#:IFC.xml:42171
msgid "IfcStructuralCurveActivityTypeEnum"
msgstr "IfcStructuralCurveActivityTypeEnum"

msgid "IfcStructuralCurveActivityTypeEnum_DEFINITION"
msgstr "This enumeration defines the distribution of load values in a curve action or reaction. HISTORY New enumeration in IFC4 bSI Documentation"

#:IFC.xml:42195
msgid "IfcStructuralCurveActivityTypeEnum_PARABOLA"
msgstr "PARABOLA"

msgid "IfcStructuralCurveActivityTypeEnum_PARABOLA_DEFINITION"
msgstr "The load value is distributed as a half wave described by a symmetric quadratic parabola."

#:IFC.xml:42197
msgid "IfcStructuralCurveActivityTypeEnum_SINUS"
msgstr "SINUS"

msgid "IfcStructuralCurveActivityTypeEnum_SINUS_DEFINITION"
msgstr "The load value is distributed as a sinus half wave."

#:IFC.xml:42191
msgid "IfcStructuralCurveActivityTypeEnum_CONST"
msgstr "CONST"

msgid "IfcStructuralCurveActivityTypeEnum_CONST_DEFINITION"
msgstr "CONST"

#:IFC.xml:42194
msgid "IfcStructuralCurveActivityTypeEnum_LINEAR"
msgstr "LINEAR"

msgid "IfcStructuralCurveActivityTypeEnum_LINEAR_DEFINITION"
msgstr "LINEAR"

#:IFC.xml:42192
msgid "IfcStructuralCurveActivityTypeEnum_DISCRETE"
msgstr "DISCRETE"

msgid "IfcStructuralCurveActivityTypeEnum_DISCRETE_DEFINITION"
msgstr "DISCRETE"

#:IFC.xml:42193
msgid "IfcStructuralCurveActivityTypeEnum_EQUIDISTANT"
msgstr "EQUIDISTANT"

msgid "IfcStructuralCurveActivityTypeEnum_EQUIDISTANT_DEFINITION"
msgstr "The load consists of n consecutive sections of same length and is specified by n 1 load samples. The interpolation type over the segments is not defined by this distribution type but may be qualified in [[IfcObject]].ObjectType based on additional agreements."

#:IFC.xml:42196
msgid "IfcStructuralCurveActivityTypeEnum_POLYGONAL"
msgstr "POLYGONAL"

msgid "IfcStructuralCurveActivityTypeEnum_POLYGONAL_DEFINITION"
msgstr "POLYGONAL"

#:IFC.xml:42198
msgid "IfcStructuralCurveConnection"
msgstr "IfcStructuralCurveConnection"

msgid "IfcStructuralCurveConnection_DEFINITION"
msgstr "Instances of [[IfcStructuralCurveConnection]] describe edge nodes , i.e. edges where two or more surface members are joined, or edge supports. Edge curves may be straight or curved. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attribute Axis added, allowing for skewed supports. Use definitions added. Coordinate Systems See definitions at [[IfcStructuralItem]] . The local coordinate system is established by the reference curve given by topology representation and by the attribute Axis . The local x axis is parallel with the tangent on the reference curve. The local z axis is located in the surface which is created by sweeping Axis along the reference curve and is directed according to Axis . The local y axis is directed such that x,y,z form a right handed Cartesian coordinate system. bSI Documentation"

#:IFC.xml:12385
msgid "IfcStructuralCurveConnection_Axis"
msgstr "Axis"

msgid "IfcStructuralCurveConnection_Axis_DEFINITION"
msgstr "Axis"

#:IFC.xml:42201
msgid "IfcStructuralCurveMember"
msgstr "IfcStructuralCurveMember"

msgid "IfcStructuralCurveMember_DEFINITION"
msgstr "Instances of [[IfcStructuralCurveMember]] describe edge members, i.e. structural analysis idealizations of beams, columns, rods etc.. Curve members may be straight or curved. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attribute Axis and WHERE rule added. Use definitions changed. Coordinate Systems See definitions at [[IfcStructuralItem]] . The local coordinate system is established by the reference curve given by topology representation and by the attribute Axis . The local x axis is parallel with the tangent on the reference curve. The local z axis is located in the surface which is created by sweeping Axis along the reference curve and is directed according to Axis . The local y axis is directed such that x,y,z form a right handed Cartesian coordinate system. bSI Documentation"

#:IFC.xml:12445
msgid "IfcStructuralCurveMember_Axis"
msgstr "Axis"

msgid "IfcStructuralCurveMember_Axis_DEFINITION"
msgstr "Axis"

#:IFC.xml:42208
msgid "IfcStructuralCurveMember_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralCurveMember_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42220
msgid "IfcStructuralCurveMemberTypeEnum"
msgstr "IfcStructuralCurveMemberTypeEnum"

msgid "IfcStructuralCurveMemberTypeEnum_DEFINITION"
msgstr "This enumeration distinguishes between different types of structural curve members, such as cables. HISTORY New enumeration in IFC2x2. .change ifc2x4 IFC4 CHANGE Renamed from IfcStructuralCurveTypeEnum . bSI Documentation"

#:IFC.xml:42227
msgid "IfcStructuralCurveMemberTypeEnum_COMPRESSION_MEMBER"
msgstr "COMPRESSION MEMBER"

msgid "IfcStructuralCurveMemberTypeEnum_COMPRESSION_MEMBER_DEFINITION"
msgstr "A member without tensional stiffness."

#:IFC.xml:42228
msgid "IfcStructuralCurveMemberTypeEnum_PIN_JOINED_MEMBER"
msgstr "PIN JOINED MEMBER"

msgid "IfcStructuralCurveMemberTypeEnum_PIN_JOINED_MEMBER_DEFINITION"
msgstr "A member with capacity to carry axial loads only, i.e. a link. Typically used in trusses."

#:IFC.xml:42230
msgid "IfcStructuralCurveMemberTypeEnum_TENSION_MEMBER"
msgstr "TENSION MEMBER"

msgid "IfcStructuralCurveMemberTypeEnum_TENSION_MEMBER_DEFINITION"
msgstr "A member without compressional stiffness."

#:IFC.xml:42226
msgid "IfcStructuralCurveMemberTypeEnum_CABLE"
msgstr "CABLE"

msgid "IfcStructuralCurveMemberTypeEnum_CABLE_DEFINITION"
msgstr "CABLE"

#:IFC.xml:42229
msgid "IfcStructuralCurveMemberTypeEnum_RIGID_JOINED_MEMBER"
msgstr "RIGID JOINED MEMBER"

msgid "IfcStructuralCurveMemberTypeEnum_RIGID_JOINED_MEMBER_DEFINITION"
msgstr "A member with capacity to carry transverse and axial loads, i.e. a beam. Its actual joints may be rigid or pinned. Typically used in rigid frames."

#:IFC.xml:42231
msgid "IfcStructuralCurveMemberVarying"
msgstr "IfcStructuralCurveMemberVarying"

msgid "IfcStructuralCurveMemberVarying_DEFINITION"
msgstr "This entity describes edge members with varying profile properties. Each instance of [[IfcStructuralCurveMemberVarying]] is composed of two or more instances of [[IfcStructuralCurveMember]] with differing profile properties. These subordinate members relate to the instance of [[IfcStructuralCurveMemberVarying]] by [[IfcRelAggregates]] . NOTE A curve member whose variation of profile properties can be sufficiently described by a start profile and an end profile e.g. tapers shall be modeled as a single direct instance of the supertype [[IfcStructuralCurveMember]] . NOTE It is recommended that structural activities actions or reactions are not connected with aggregated [[IfcStructuralCurveMemberVarying]] but only with the [[IfcStructuralCurveMember]] s in the aggregation. That way, difficulties in interpretation of local coordinates are avoided. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definition changed. Coordinate Systems See definitions at [[IfcStructuralItem]] and [[IfcStructuralCurveMember]] . The local coordinates of the aggregate are derived from those of its parts. Length measures in local x direction of the aggregate depend on continuity and lengths of the parts. The Axis of the aggregate shal be the same as the Axis of the part at the start of the aggregate. Material Use Definition Only the individual parts direct instances of [[IfcStructuralCurveMember]] carry material and profile information. bSI Documentation"

#:IFC.xml:42234
msgid "IfcStructuralCurveReaction"
msgstr "IfcStructuralCurveReaction"

msgid "IfcStructuralCurveReaction_DEFINITION"
msgstr "This entity defines a reaction which occurs distributed over a curve. A curve reaction may be connected with a curve member or curve connection, or surface member or surface connection. HISTORY New entity in IFC4. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions Standard Case If connected with a curve item, instances of IfcStructuralCurveRection shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the [[IfcStructuralActivity]] is the same as the ones of the member or connection. Special Case If connected with a surface item, instances of [[IfcStructuralCurveReaction]] shall have an ObjectPlacement and Representation , containing an [[IfcEdgeCurve]] . See [[IfcStructuralActivity]] for further definitions. .spec head Informal Propositions 1. If the curve reaction is of the predefined type CONST, SELF [[IfcStructuralActivity]].AppliedLoad must not be of type [[IfcStructuralLoadConfiguration]] . 2. If the curve reaction is of the predefined type LINEAR, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two items. 3. If the curve reaction is of the predefined type POLYGONAL, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain three or more items. 4. If the curve action is of the predefined type DISCRETE, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two or more items. 5. In case of types LINEAR, POLYGONAL, and DISCRETE, the load items shall have one dimensional [[IfcStructuralLoadConfiguration]].Locations , defining the location of the result samples in local coordinates of the curve reaction. The load items shall be provided in ascending order according to their locations. The first and the last load item define the extent of the result distribution. 6. If the curve reaction is of the predefined type EQUIDISTANT, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two or more items. [[IfcStructuralLoadConfiguration]].Locations shall be omitted as it is implicit. The load items shall be provided in ascending order. The first and the last load item are located at the beginning and end of the result distribution, respectively. 7. All items in SELF [[IfcStructuralActivity]].AppliedLoad [[IfcStructuralLoadConfiguration]].Values shall be of the same entity type. bSI Documentation"

#:IFC.xml:42179
msgid "IfcStructuralCurveReaction_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralCurveReaction_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42245
msgid "IfcStructuralItem"
msgstr "IfcStructuralItem"

msgid "IfcStructuralItem_DEFINITION"
msgstr "The abstract entity [[IfcStructuralItem]] is the generalization of structural members and structural connections, that is, analysis idealizations of elements in the building model. It defines the relation between structural members and connections with structural activities actions and reactions . Relationships between elements in the building model and structural items as their idealizations can be expressed by instances of [[IfcRelAssignsToProduct]] . HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definitions and informal proposition added. Coordinate Systems The following coordinate systems are distinguished The so called global coordinate system is the coordinate system shared by all items and activities which are grouped in a common [[IfcStructuralAnalysisModel]] . This coordinate system is established by SELF [[IfcProduct]].ObjectPlacement . This coordinate system is not necessarily the same as the [[IfcProject]] s world coordinate system. The so called local coordinate system is a coordinate system local to a structural item connection or member . This coordinate system is established by a Representation attribute inherited from [[IfcProduct]] in conjunction with further use definitions and attributes of subtypes of [[IfcStructuralItem]] . Representation items in topology representations are always given within the ObjectPlacement , i.e. in so called global coordinates global with respect to the [[IfcStructuralAnalysisModel]] to which this item belongs . The usage of local coordinate systems is further defined in subtypes. Topology Use Definitions Instances of [[IfcStructuralItem]] shall have a topology representation. It includes a placement and a product representation. The [[IfcProductRepresentation]] shall be given by an item in a Representation of type [[IfcTopologyRepresentation]] . Local Placement The local placement for [[IfcStructuralItem]] is defined in its supertype [[IfcProduct]] . It is defined by the [[IfcLocalPlacement]] , which establishes a global coordinate system which shall be common to all items and activities in an [[IfcStructuralAnalysisModel]] . Topology Representation Instances of [[IfcStructuralItem]] shall have a topology representation given by an instance of a subtype of [[IfcTopologicalRepresentationItem]] , which should be the single item of [[IfcTopologyRepresentation]].Items . Depending on the dimensionality of the structural item, one of the following types of toplogical representation items shall be used Point connections shall be represented by an [[IfcVertexPoint]] with an underlying [[IfcCartesianPoint]] . The Cartesian point is the reference point of the connection in the so called global coordinate system. The following labels are used in the [[IfcTopologyRepresentation]] RepresentationIdentifier Reference RepresentationType Vertex Curve members and curve connections shall either be represented by an [[IfcOrientedEdge]] , [[IfcEdgeCurve]] , or [[IfcEdge]] . The curve to which the [[IfcEdgeCurve]] or an [[IfcOrientedEdge]] s underlying [[IfcEdgeCurve]] refers to is the reference curve of the structural item in the global coordinate system. Start and end vertex of the edge shall be [[IfcVertexPoint]] s with underlying [[IfcCartesianPoint]] s. The following labels are used in the [[IfcTopologyRepresentation]] RepresentationIdentifier Reference RepresentationType Edge NOTE While an [[IfcEdge]] or [[IfcOrientedEdge]] with underlying [[IfcEdge]] does not provide an explicit underlying curve geometry, it may be used to imply an underlying straight line as reference curve with the origin of the curve parameter at the start vertex point. Surface members and surface connections shall be represented by an [[IfcFaceSurface]] . The underlying surface defines the reference surface of the structural surface item in the global coordiante system. All edges in the bounds of the face shall conform to the rules for edge representations of structural curve item. The following labels are used in the [[IfcTopologyRepresentation]] RepresentationIdentifier Reference RepresentationType Face The reference point, reference curve, or reference surface partially or completely defines the local coordinate system of the represented structural item according to the following rules. In all cases, The local x,y,z directions form a right handed Cartesian coordinate system. Structural point items The reference point in the representation is the origin of the local coordinate system of the structural item. The axes of the local coordiante system are either parallel with and directed like the so called global coordinate axes, or are oriented according to definitions at the respective subtype of [[IfcStructuralItem]] . Structural curve items The u parameter origin of the reference curve in the representation is the origin of the local coordinate system of the structural item. The local x axis is parallel with the tangent on the curve and directed like the u parameter direction. The local y and z axes are oriented according to definitions at the respective subtypes of [[IfcStructuralItem]] . Structural surface items The u,v parameter origin of the reference surface in the representation is the origin of the local coordinate system of the structural item. The local x and y directions follow the tangents on the surface and are in parallel with and directed like u and v respectively. The local z direction is in parallel with and directed like the surface normal. .spec head Informal Propositions 1. The ObjectPlacement s of all structural items which are grouped into the same instance of [[IfcStructuralAnalysisModel]] shall refer to the same instance of [[IfcObjectPlacement]] . NOTE This rule is necessary to achieve consistent topology representations. The topology representations of structural items in an analysis model are meant to share vertices and edges und must therefore have the same object placement. NOTE A structural item may be grouped into more than one analysis model. In this case, all these models must use the same instance of [[IfcObjectPlacement]] . bSI Documentation"

#:IFC.xml:41972
msgid "IfcStructuralItem_AssignedStructuralActivity"
msgstr "AssignedStructuralActivity"

msgid "IfcStructuralItem_AssignedStructuralActivity_DEFINITION"
msgstr "AssignedStructuralActivity"

#:IFC.xml:42249
msgid "IfcStructuralLinearAction"
msgstr "IfcStructuralLinearAction"

msgid "IfcStructuralLinearAction_DEFINITION"
msgstr "This entity defines an action with constant value which is distributed over a curve. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Intermediate supertype [[IfcStructuralCurveAction]] inserted. NOTE Like its supertype [[IfcStructuralCurveAction]] , this action type may also act on curved edges. bSI Documentation"

#:IFC.xml:42260
msgid "IfcStructuralLoadCase"
msgstr "IfcStructuralLoadCase"

msgid "IfcStructuralLoadCase_DEFINITION"
msgstr "A load case is a load group, commonly used to group loads from the same action source. HISTORY New entity in IFC4. bSI Documentation"

#:IFC.xml:42265
msgid "IfcStructuralLoadCase_SelfWeightCoefficients"
msgstr "SelfWeightCoefficients"

msgid "IfcStructuralLoadCase_SelfWeightCoefficients_DEFINITION"
msgstr "The self weight coefficients specify ratios at which loads due to weight of members shall be included in the load case. These loads are not explicitly modeled as instances of [[IfcStructuralAction]] . Instead they shall be calculated according to geometry, section, and material of each member. X 0D X 0D The three components of the self weight vector correspond with the x,y,z directions of the so called global coordinates, i.e. the directions of the shared ObjectPlacement of all items in an [[IfcStructuralAnalysisModel]] . For example, if the object placement defines a z axis which is upright like the [[IfcProject]] s world coordinate system, then the self weight coefficients would typically be 0.,0., 1. in a load case of dead loads with self weight. X 0D X 0D The overall coefficient in the inherited attribute Coefficient shall not be applied to SelfWeightCoefficients of the same instance of [[IfcStructuralLoadCase]] . It only applies to actions and load groups which are grouped below the load case, not to the load case s computed self weight."

#:IFC.xml:42272
msgid "IfcStructuralLoadGroup"
msgstr "IfcStructuralLoadGroup"

msgid "IfcStructuralLoadGroup_DEFINITION"
msgstr "The entity [[IfcStructuralLoadGroup]] is used to structure the physical impacts. By using the grouping features inherited from [[IfcGroup]] , instances of [[IfcStructuralAction]] or its subclasses and of [[IfcStructuralLoadGroup]] can be used to define load groups, load cases and load combinations. See also [[IfcLoadGroupTypeEnum]] . NOTE Important functionality for the description of a load bearing system is derived from the existing IFC entity [[IfcGroup]] . This class provides, via the relationship class [[IfcRelAssignsToGroup]] , the needed grouping mechanism. In this way, instances of [[IfcStructuralAction]] belonging to a specific load group can be unambiguously determined. NOTE The relationship class [[IfcRelAssignsToGroupByFactor]] is used to group load cases into load combinations. The factor provided in this assignment relationship is to applied together with the optional [[IfcStructuralLoadGroup]].Coefficient . Unlike this coefficient which always affects the load group, the [[IfcRelAssignsToGroupByFactor]].Factor is specific for a load case load combination pair. As many instances of [[IfcRelAssignsToGroupByFactor]] are used within one load combination as there are different Factor s to be applied to load cases in the load combination. On the other hand, a load case may appear in more than one load combination and can have a different Factor in each assignment by [[IfcRelAssignsToGroupByFactor]] . HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Subtype [[IfcStructuralLoadCase]] added. Informal propositions and WHERE rule added. Predefined type LOAD COMBINATION GROUP made obsolete and removed. .spec head Informal Propositions 1. Load groups of type LOAD GROUP shall only contain instances of [[IfcStructuralAction]] . 2. Load groups of type LOAD CASE shall always be instantiated from the subtype [[IfcStructuralLoadCase]] , not directly from the generic type [[IfcStructuralLoadGroup]] itself. 3. Instances of [[IfcStructuralLoadCase]] shall only contain instances of [[IfcStructuralAction]] or and instances of [[IfcStructuralLoadGroup]] of type LOAD GROUP. 4. Load groups of type LOAD COMBINATION shall only contain instances of [[IfcStructuralLoadCase]] . bSI Documentation"

#:IFC.xml:41945
msgid "IfcStructuralLoadGroup_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralLoadGroup_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42096
msgid "IfcStructuralLoadGroup_LoadGroupFor"
msgstr "LoadGroupFor"

msgid "IfcStructuralLoadGroup_LoadGroupFor_DEFINITION"
msgstr "LoadGroupFor"

#:IFC.xml:42299
msgid "IfcStructuralLoadGroup_SourceOfResultGroup"
msgstr "SourceOfResultGroup"

msgid "IfcStructuralLoadGroup_SourceOfResultGroup_DEFINITION"
msgstr "SourceOfResultGroup"

#:IFC.xml:42277
msgid "IfcStructuralLoadGroup_ActionType"
msgstr "ActionType"

msgid "IfcStructuralLoadGroup_ActionType_DEFINITION"
msgstr "Type of actions in the group. Normally needed if PredefinedType specifies a LOAD CASE."

#:IFC.xml:42282
msgid "IfcStructuralLoadGroup_ActionSource"
msgstr "ActionSource"

msgid "IfcStructuralLoadGroup_ActionSource_DEFINITION"
msgstr "Source of actions in the group. Normally needed if PredefinedType specifies a LOAD CASE."

#:IFC.xml:42287
msgid "IfcStructuralLoadGroup_Coefficient"
msgstr "Coefficient"

msgid "IfcStructuralLoadGroup_Coefficient_DEFINITION"
msgstr "Load factor. If omitted, a factor is not yet known or not specified. A load factor of 1.0 shall be explicitly exported as Coefficient 1.0."

#:IFC.xml:42292
msgid "IfcStructuralLoadGroup_Purpose"
msgstr "Purpose"

msgid "IfcStructuralLoadGroup_Purpose_DEFINITION"
msgstr "Description of the purpose of this instance. Among else, possible values of the Purpose of load combinations are SLS , ULS , ALS to indicate serviceability, ultimate, or accidental limit state."

#:IFC.xml:42313
msgid "IfcStructuralMember"
msgstr "IfcStructuralMember"

msgid "IfcStructuralMember_DEFINITION"
msgstr "The abstract entity [[IfcStructuralMember]] is the superclass of all structural items which represent the idealized structural behavior of building elements. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definitions moved to supertype and subtypes. bSI Documentation"

#:IFC.xml:42006
msgid "IfcStructuralMember_ConnectedBy"
msgstr "ConnectedBy"

msgid "IfcStructuralMember_ConnectedBy_DEFINITION"
msgstr "ConnectedBy"

#:IFC.xml:42316
msgid "IfcStructuralPlanarAction"
msgstr "IfcStructuralPlanarAction"

msgid "IfcStructuralPlanarAction_DEFINITION"
msgstr "This entity defines an action with constant value which is distributed over a surface. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Intermediate supertype [[IfcStructuralSurfaceAction]] inserted. NOTE Like its supertype [[IfcStructuralSurfaceAction]] , this action type may also act on curved faces. bSI Documentation"

#:IFC.xml:42327
msgid "IfcStructuralPointAction"
msgstr "IfcStructuralPointAction"

msgid "IfcStructuralPointAction_DEFINITION"
msgstr "This entity defines an action which acts on a point. A point action is typically connected with a point connection. It may also be connected with a curve member or curve connection, or surface member or surface connection. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attributes in the supertypes [[IfcStructuralActivity]] and [[IfcStructuralAction]] changed. Use definitions changed, informal propositions added. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions Standard Case If connected with a point item, instances of [[IfcStructuralPointAction]] shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the action is the same as the structural item. Special Case 1 If connected with a curve item or surface item, instances of [[IfcStructuralPointAction]] shall have an ObjectPlacement and Representation , containing an [[IfcVertexPoint]] . See [[IfcStructuralActivity]] for further definitions. NOTE In order to model concentrated actions on a curve or surface item, [[IfcStructuralCurveAction]] or [[IfcStructuralSurfaceAction]] of type DISCRETE is preferable since they do not require an extra topology representation in this case. An [[IfcStructuralPointAction]] should be used for a concentrated action on a curve or surface item only when an explicit vertex point representation is actually desired. Special Case 2 If not connected with a structural item which may happen in an incomplete or conceptual model , a point action should have an ObjectPlacement and Representation , containing an [[IfcVertexPoint]] . See [[IfcStructuralActivity]] for further definitions. bSI Documentation"

#:IFC.xml:42334
msgid "IfcStructuralPointConnection"
msgstr "IfcStructuralPointConnection"

msgid "IfcStructuralPointConnection_DEFINITION"
msgstr "Instances of [[IfcStructuralPointConnection]] describe structural nodes or point supports. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attribute ConditionCoordinateSystem added, allowing for skewed supports. Use definitions added. Coordinate Systems See definitions at [[IfcStructuralItem]] . The local coordinate system is established by the reference point given by topology representation and by the attribute ConditionCoordinateSystem . bSI Documentation"

#:IFC.xml:11124
msgid "IfcStructuralPointConnection_ConditionCoordinateSystem"
msgstr "ConditionCoordinateSystem"

msgid "IfcStructuralPointConnection_ConditionCoordinateSystem_DEFINITION"
msgstr "ConditionCoordinateSystem"

#:IFC.xml:42337
msgid "IfcStructuralPointReaction"
msgstr "IfcStructuralPointReaction"

msgid "IfcStructuralPointReaction_DEFINITION"
msgstr "This entity defines a reaction which occurs at a point. A point reaction is typically connected with a point connection. It may also be connected with a curve member or curve connection, or surface member or surface connection. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Attributes in the supertypes [[IfcStructuralActivity]] and [[IfcStructuralReaction]] changed. Use definitions changed, informal propositions added. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions Standard Case If connected with a point item, instances of [[IfcStructuralPointReaction]] shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the reaction is the same as the structural item. Special Case 1 If connected with a curve item or surface item, instances of [[IfcStructuralPointReaction]] shall have an ObjectPlacement and Representation , containing an [[IfcVertexPoint]] . See [[IfcStructuralActivity]] for further definitions. NOTE In order to model concentrated reactions on a curve or surface item, [[IfcStructuralCurveReaction]] or [[IfcStructuralSurfaceAction]] of type DISCRETE is preferable since they do not require an extra topology representation in this case. An [[IfcStructuralPointReaction]] should be used for a concentrated reaction on a curve or surface item only when an explicit vertex point representation is actually desired. Special Case 2 If not connected with a structural item which may happen in an incomplete or conceptual model , a point action should have an ObjectPlacement and Representation , containing an [[IfcVertexPoint]] . See [[IfcStructuralActivity]] for further definitions. bSI Documentation"

#:IFC.xml:42344
msgid "IfcStructuralReaction"
msgstr "IfcStructuralReaction"

msgid "IfcStructuralReaction_DEFINITION"
msgstr "A structural reaction is a structural activity that results from a structural action imposed to a structural item or building element. Examples are support reactions, internal forces, and deflections. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Inverse attribute Causes deleted use [[IfcRelAssignsToProduct]] via HasAssignments instead. Structural reactions are grouped into [[IfcStructuralResultGroup]] s via the inverse relationship HasAssignments and an [[IfcRelAssignsToGroup]] relationship object. [[IfcStructuralResultGroup]].ResultGroupFor finally refers to the structural analysis model in which the results occur. It is furthermore possible to establish relationships between reactions in one analysis model and actions which they cause in another analysis model. For example, a support reaction from one structural system may be taken over as a load onto another supporting structural system. This is expressed by means of the inverse relationship HasAssignments of the reaction and an [[IfcRelAssignsToProduct]] relationship object. [[IfcRelAssignsToProduct]].Name is set to Causes and [[IfcRelAssignsToProduct]].RelatingProduct refers to an instance of a subtype of [[IfcStructuralAction]] . bSI Documentation"

#:IFC.xml:42347
msgid "IfcStructuralResultGroup"
msgstr "IfcStructuralResultGroup"

msgid "IfcStructuralResultGroup_DEFINITION"
msgstr "Instances of the entity [[IfcStructuralResultGroup]] are used to group results of structural analysis calculations and to capture the connection to the underlying basic load group. The basic functionality for grouping inherited from [[IfcGroup]] is used to collect instances from [[IfcStructuralReaction]] or its respective subclasses. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE WHERE rule added. bSI Documentation"

#:IFC.xml:42110
msgid "IfcStructuralResultGroup_ResultGroupFor"
msgstr "ResultGroupFor"

msgid "IfcStructuralResultGroup_ResultGroupFor_DEFINITION"
msgstr "ResultGroupFor"

#:IFC.xml:42299
msgid "IfcStructuralResultGroup_ResultForLoadGroup"
msgstr "ResultForLoadGroup"

msgid "IfcStructuralResultGroup_ResultForLoadGroup_DEFINITION"
msgstr "ResultForLoadGroup"

#:IFC.xml:42352
msgid "IfcStructuralResultGroup_TheoryType"
msgstr "TheoryType"

msgid "IfcStructuralResultGroup_TheoryType_DEFINITION"
msgstr "Specifies the analysis theory used to obtain the respective results."

#:IFC.xml:42357
msgid "IfcStructuralResultGroup_IsLinear"
msgstr "IsLinear"

msgid "IfcStructuralResultGroup_IsLinear_DEFINITION"
msgstr "This value allows to easily recognize whether a linear analysis has been applied allowing the superposition of analysis results ."

#:IFC.xml:42364
msgid "IfcStructuralSurfaceAction"
msgstr "IfcStructuralSurfaceAction"

msgid "IfcStructuralSurfaceAction_DEFINITION"
msgstr "This entity defines an action which is distributed over a surface. A surface action may be connected with a surface member or surface connection. HISTORY New entity in IFC4. .change ifc2x4 IFC4 CHANGE Former entity IfcStructuralPlanarActionVarying from IFC2x2 has been removed and are replaced by this entity. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions Standard Case If connected with a surface item and acting on its entirety, instances of [[IfcStructuralCurveAction]] shall not have an ObjectPlacement nor a Representation . It is implied that the placement and representation of the [[IfcStructuralActivity]] is the same as the ones of the member or connection. Special Case 1 If connected with a surface item but acting only on a part of it, instances of [[IfcStructuralSurfaceAction]] shall have an ObjectPlacement and Representation , containing an [[IfcFaceSurface]] which topologically defines the loaded part of the surface. See [[IfcStructuralActivity]] for further definitions. Special Case 2 If not connected with a structural item which may happen in an incomplete or conceptual model , a surface action should have an ObjectPlacement and Representation , containing an [[IfcFaceSurface]] . See [[IfcStructuralActivity]] for further definitions. .spec head Informal Propositions 1. If the surface action is of the predefined type CONST, SELF [[IfcStructuralActivity]].AppliedLoad must not be of type [[IfcStructuralLoadConfiguration]] . 2. If the surface action is of the predefined type BILINEAR, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain three items with two dimensional [[IfcStructuralLoadConfiguration]].Locations , defining the location of the load samples in local coordinates of the surface action. 3. If the surface action is of the predefined type DISCRETE, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two or more items with two dimensional locations. 4. Point loads must be of type DISCRETE, thus contain two or more load points. Single point loads are modeled by IfcStructuralPointLoad . 5. All items in SELF [[IfcStructuralActivity]].AppliedLoad [[IfcStructuralLoadConfiguration]].Values shall be of the same entity type. bSI Documentation"

#:IFC.xml:42380
msgid "IfcStructuralSurfaceAction_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralSurfaceAction_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42373
msgid "IfcStructuralSurfaceAction_ProjectedOrTrue"
msgstr "ProjectedOrTrue"

msgid "IfcStructuralSurfaceAction_ProjectedOrTrue_DEFINITION"
msgstr "Defines whether load values are given per true lengths of the surface on which they act, or per lengths of the projection of the surface in load direction. The latter is only applicable to loads which act in global coordinate directions."

#:IFC.xml:42392
msgid "IfcStructuralSurfaceActivityTypeEnum"
msgstr "IfcStructuralSurfaceActivityTypeEnum"

msgid "IfcStructuralSurfaceActivityTypeEnum_DEFINITION"
msgstr "This enumeration defines the distribution of load values in a surface action or reaction. HISTORY New enumeration in IFC4 bSI Documentation"

#:IFC.xml:42411
msgid "IfcStructuralSurfaceActivityTypeEnum_DISCRETE"
msgstr "DISCRETE"

msgid "IfcStructuralSurfaceActivityTypeEnum_DISCRETE_DEFINITION"
msgstr "DISCRETE"

#:IFC.xml:42412
msgid "IfcStructuralSurfaceActivityTypeEnum_ISOCONTOUR"
msgstr "ISOCONTOUR"

msgid "IfcStructuralSurfaceActivityTypeEnum_ISOCONTOUR_DEFINITION"
msgstr "The load is specified by a series of iso curves level sets , i.e. curves at which the load value is constant. These curves run perpendicularly to the load gradient."

#:IFC.xml:42409
msgid "IfcStructuralSurfaceActivityTypeEnum_BILINEAR"
msgstr "BILINEAR"

msgid "IfcStructuralSurfaceActivityTypeEnum_BILINEAR_DEFINITION"
msgstr "The load value is bilinearly distributed over the load s extent."

#:IFC.xml:42410
msgid "IfcStructuralSurfaceActivityTypeEnum_CONST"
msgstr "CONST"

msgid "IfcStructuralSurfaceActivityTypeEnum_CONST_DEFINITION"
msgstr "CONST"

#:IFC.xml:42413
msgid "IfcStructuralSurfaceConnection"
msgstr "IfcStructuralSurfaceConnection"

msgid "IfcStructuralSurfaceConnection_DEFINITION"
msgstr "Instances of [[IfcStructuralSurfaceConnection]] describe face nodes , i.e. faces where two or more surface members are joined, or face supports. Face surfaces may be planar or curved. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definitions added. Coordinate Systems See definitions at [[IfcStructuralItem]] . The local coordinate system is established by the reference surface given by topology representation. Topology Use Definitions Instances of [[IfcStructuralSurfaceConnection]] shall have a topology representation which consists of one [[IfcFaceSurface]] , representing the reference surface of the surface connection. See definitions at [[IfcStructuralItem]] for further specifications. bSI Documentation"

#:IFC.xml:42416
msgid "IfcStructuralSurfaceMember"
msgstr "IfcStructuralSurfaceMember"

msgid "IfcStructuralSurfaceMember_DEFINITION"
msgstr "Instances of [[IfcStructuralSurfaceMember]] describe face members, that is, structural analysis idealizations of slabs, walls, and shells. Surface members may be planar or curved. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definitions changed, WHERE rule added. Coordinate Systems See definitions at [[IfcStructuralItem]] . The local coordinate system is established by the reference surface given by topology representation. Material Use Definition The material of direct instances [[IfcStructuralSurfaceMember]] in contrast to instances of the subtype [[IfcStructuralSurfaceMemberVarying]] is defined by [[IfcMaterial]] and attached by the [[IfcRelAssociatesMaterial]].RelatingMaterial . It is accessible by the inverse HasAssociations relationship. The material is specified minimally by a name which corresponds with an agreed upon standardized structural material designation. An external reference to the source which specifies the material designation should be provided. Alternatively, structural material properties may be provided by means of IfcMechanicalMaterialProperties and IfcExtendedMaterialProperties . Direct instances of [[IfcStructuralSurfaceMember]] are assumed to be located centrically relative to their reference surface. Their depth is provided in the attribute Thickness . bSI Documentation"

#:IFC.xml:42428
msgid "IfcStructuralSurfaceMember_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralSurfaceMember_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42421
msgid "IfcStructuralSurfaceMember_Thickness"
msgstr "Thickness"

msgid "IfcStructuralSurfaceMember_Thickness_DEFINITION"
msgstr "Defines the typically understood thickness of the structural surface member, measured normal to its reference surface."

#:IFC.xml:42440
msgid "IfcStructuralSurfaceMemberTypeEnum"
msgstr "IfcStructuralSurfaceMemberTypeEnum"

msgid "IfcStructuralSurfaceMemberTypeEnum_DEFINITION"
msgstr "This enumeration distinguishes between different types of structural surface members, such as the typical mechanical function of walls, slabs and shells. HISTORY New enumeration in IFC2x2. .change ifc2x4 IFC4 CHANGE Renamed from IfcStructuralSurfaceTypeEnum . bSI Documentation"

#:IFC.xml:42444
msgid "IfcStructuralSurfaceMemberTypeEnum_BENDING_ELEMENT"
msgstr "BENDING ELEMENT"

msgid "IfcStructuralSurfaceMemberTypeEnum_BENDING_ELEMENT_DEFINITION"
msgstr "A member with capacity to carry out of plane loads, i.e. a plate."

#:IFC.xml:42446
msgid "IfcStructuralSurfaceMemberTypeEnum_SHELL"
msgstr "SHELL"

msgid "IfcStructuralSurfaceMemberTypeEnum_SHELL_DEFINITION"
msgstr "A member with capacity to carry in plane and out of plane loads, i.e. a combination of bending element and membrane element."

#:IFC.xml:42445
msgid "IfcStructuralSurfaceMemberTypeEnum_MEMBRANE_ELEMENT"
msgstr "MEMBRANE ELEMENT"

msgid "IfcStructuralSurfaceMemberTypeEnum_MEMBRANE_ELEMENT_DEFINITION"
msgstr "A member with capacity to carry in plane loads, for example a shear wall."

#:IFC.xml:42447
msgid "IfcStructuralSurfaceMemberVarying"
msgstr "IfcStructuralSurfaceMemberVarying"

msgid "IfcStructuralSurfaceMemberVarying_DEFINITION"
msgstr "This entity describes surface members with varying section properties. The properties are provided by means of Pset StructuralSurfaceMemberVaryingThickness via [[IfcRelDefinesByProperties]] , or by means of aggregation An instance of [[IfcStructuralSurfaceMemberVarying]] may be composed of two or more instances of [[IfcStructuralSurfaceMember]] with differing section properties. These subordinate members relate to the instance of [[IfcStructuralSurfaceMemberVarying]] by [[IfcRelAggregates]] . NOTE It is recommended that structural activities actions or reactions are not connected with aggregated [[IfcStructuralSurfaceMemberVarying]] but only with the [[IfcStructuralSurfaceMember]] s in the aggregation. That way, difficulties in interpretation of local coordinates are avoided. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE Use definition changed and attributes deleted. Coordinate Systems See definitions at [[IfcStructuralItem]] and [[IfcStructuralSurfaceMember]] . The local coordinates of an aggregate are generally undefined since continuity of local coordinates of the parts is not ensured. Material Use Definition In case of aggregation, only the individual parts direct instances of [[IfcStructuralSurfaceMember]] carry material and thickness information. Otherwise, definitions at [[IfcStructuralSurfaceMember]] apply. bSI Documentation"

#:IFC.xml:42451
msgid "IfcStructuralSurfaceReaction"
msgstr "IfcStructuralSurfaceReaction"

msgid "IfcStructuralSurfaceReaction_DEFINITION"
msgstr "This entity defines a reaction which occurs distributed over a surface. A surface reaction may be connected with a surface member or surface connection. HISTORY New entity in IFC4. Coordinate Systems See definitions at [[IfcStructuralActivity]] . Topology Use Definitions See definitions at [[IfcStructuralActivity]] . .spec head Informal Propositions If the surface reaction is of the predefined type CONST, SELF [[IfcStructuralActivity]].AppliedLoad must not be of type [[IfcStructuralLoadConfiguration]]. If the surface reaction is of the predefined type BILINEAR, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain three items with two dimensional [[IfcStructuralLoadConfiguration]].Locations, defining the location of the result samples in local coordinates of the surface reaction. If the surface reaction is of the predefined type DISCRETE, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain two or more items with two dimensional locations. If the surface reaction is of the predefined type ISOCONTOUR, SELF [[IfcStructuralActivity]].AppliedLoad shall be of type [[IfcStructuralLoadConfiguration]] and shall contain the same number of items as the set SELF.[[IfcProduct]].Representation.Representations .Items. Each item in the load configuration shall have a two dimensional location, defining the location of the result samples in local coordinates of the surface reaction. Each item in SELF [[IfcStructuralActivity]].AppliedLoad shall be located at exactly one of the isocontours. NOTE The set of representation items is unordered, hence result locations are required to correlate result values and isocontours. NOTE Isocontours are represented as IfcPCurves which are defined in terms of surface parameters u,v, while result locations are given in local surface item coordinates x,y. It is strongly recommended that the surface parameterization u,v is scaled 1 1 in order to avoid different scales of u,v versus x,y. If u,v are scaled 1 1 and the IfcPCurve s base surface is identical with the surface item s base surface, u,v and local x,y are identical. All items in SELF [[IfcStructuralActivity]].AppliedLoad [[IfcStructuralLoadConfiguration]].Values shall be of the same entity type. bSI Documentation"

#:IFC.xml:42397
msgid "IfcStructuralSurfaceReaction_PredefinedType"
msgstr "PredefinedType"

msgid "IfcStructuralSurfaceReaction_PredefinedType_DEFINITION"
msgstr "PredefinedType"

#:IFC.xml:42458
msgid "Pset_StructuralSurfaceMemberVaryingThickness"
msgstr "Pset StructuralSurfaceMemberVaryingThickness"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_DEFINITION"
msgstr "Thickness parameters of a surface member structural analysis item with varying thickness, particularly with linearly varying thickness. The thickness is interpolated extrapolated from three points. The locations of these points are given either in local x,y coordinates of the surface member or in global X,Y,Z coordinates. Either way, these points are required to be located within the face or at the bounds of the face of the surface member, and they must not be located on a common line. Local and global coordinates shall not be mixed within the same property set instance. bSI Documentation"

#:IFC.xml:42459
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location1Global"
msgstr "Location1Global"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location1Global_DEFINITION"
msgstr "Global X,Y,Z coordinates of the point in which Thickness1 is given"

#:IFC.xml:42464
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location1Local"
msgstr "Location1Local"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location1Local_DEFINITION"
msgstr "Local x,y coordinates of the point in which Thickness1 is given"

#:IFC.xml:42469
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location2Global"
msgstr "Location2Global"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location2Global_DEFINITION"
msgstr "Global X,Y,Z coordinates of the point in which Thickness2 is given"

#:IFC.xml:42474
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location2Local"
msgstr "Location2Local"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location2Local_DEFINITION"
msgstr "Local x,y coordinates of the point in which Thickness2 is given"

#:IFC.xml:42479
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location3Global"
msgstr "Location3Global"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location3Global_DEFINITION"
msgstr "Global X,Y,Z coordinates of the point in which Thickness3 is given"

#:IFC.xml:42484
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location3Local"
msgstr "Location3Local"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Location3Local_DEFINITION"
msgstr "Local x,y coordinates of the point in which Thickness3 is given"

#:IFC.xml:42489
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness1"
msgstr "Thickness1"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness1_DEFINITION"
msgstr "First thickness parameter of a surface member with varying thickness"

#:IFC.xml:42494
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness2"
msgstr "Thickness2"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness2_DEFINITION"
msgstr "Second thickness parameter of a surface member with varying thickness"

#:IFC.xml:42499
msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness3"
msgstr "Thickness3"

msgid "Pset_StructuralSurfaceMemberVaryingThickness_Thickness3_DEFINITION"
msgstr "Third thickness parameter of a surface member with varying thickness"

#:IFC.xml:42505
msgid "IfcStructuralActivityAssignmentSelect"
msgstr "IfcStructuralActivityAssignmentSelect"

msgid "IfcStructuralActivityAssignmentSelect_DEFINITION"
msgstr "This type definition shall be used to distinguish between a reference to an instance either of [[IfcStructuralItem]] or [[IfcElement]] . The [[IfcStructuralActivityAssignmentSelect]] type is referenced by the entity [[IfcRelConnectsStructuralActivity]] which defines the connection between activities [[IfcStructuralActivity]] and the loaded element. HISTORY New type in IFC2x2."