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IfcStructuralLoadResource.pot
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IfcStructuralLoadResource.pot
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# 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:43876
msgid "IfcBoundaryCondition"
msgstr "IfcBoundaryCondition"
msgid "IfcBoundaryCondition_DEFINITION"
msgstr "The abstract entity [[IfcBoundaryCondition]] is the supertype of all boundary conditions that can be applied to structural connection definitions, either directly for the connection e.g. the joint or for the relation between a structural member and the connection. NOTE The boundary conditions are used within other parts, mainly by instances of [[IfcStructuralConnection]] for the definition of supports and instances of [[IfcRelConnectsStructuralMember]] for the definition of connections between structural members and structural connections . HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:43877
msgid "IfcBoundaryCondition_Name"
msgstr "Name"
msgid "IfcBoundaryCondition_Name_DEFINITION"
msgstr "Optionally defines a name for this boundary condition."
#:IFC.xml:43883
msgid "IfcBoundaryEdgeCondition"
msgstr "IfcBoundaryEdgeCondition"
msgid "IfcBoundaryEdgeCondition_DEFINITION"
msgstr "Describes linearly elastic support conditions or connection conditions. Applicability Curve supports and connections. HISTORY New entity in IFC2x2. IFC 2x4 change Attributes LinearStiffnessX Y Z renamed to TranslationalStiffnessX Y Z . .change ifc2x4 IFC4 change All attribute data types changed from numeric to SELECT between Boolean and numeric. Stiffnesses may now also be negative, for example to capture destabilizing effects in boundary conditions. The IFC2x3 convention of 1. representing infinite stiffness is no longer valid and must not be used. Infinite stiffness, i.e. fixed supports, are now modeled by the Boolean value TRUE. bSI Documentation"
#:IFC.xml:43884
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthX"
msgstr "TranslationalStiffnessByLengthX"
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthX_DEFINITION"
msgstr "Translational stiffness value in x direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43889
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthY"
msgstr "TranslationalStiffnessByLengthY"
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthY_DEFINITION"
msgstr "Translational stiffness value in y direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43894
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthZ"
msgstr "TranslationalStiffnessByLengthZ"
msgid "IfcBoundaryEdgeCondition_TranslationalStiffnessByLengthZ_DEFINITION"
msgstr "Translational stiffness value in z direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43899
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthX"
msgstr "RotationalStiffnessByLengthX"
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthX_DEFINITION"
msgstr "Rotational stiffness value about the x axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43904
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthY"
msgstr "RotationalStiffnessByLengthY"
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthY_DEFINITION"
msgstr "Rotational stiffness value about the y axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43909
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthZ"
msgstr "RotationalStiffnessByLengthZ"
msgid "IfcBoundaryEdgeCondition_RotationalStiffnessByLengthZ_DEFINITION"
msgstr "Rotational stiffness value about the z axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43916
msgid "IfcBoundaryFaceCondition"
msgstr "IfcBoundaryFaceCondition"
msgid "IfcBoundaryFaceCondition_DEFINITION"
msgstr "Describes linearly elastic support conditions or connection conditions. Applicability Surface supports and connections. HISTORY New entity in IFC2x2. IFC 2x4 change Attributes LinearStiffnessX Y Z renamed to TranslationalStiffnessX Y Z . .change ifc2x4 IFC4 change All attribute data types changed from numeric to SELECT between Boolean and numeric. Stiffnesses may now also be negative, for example to capture destabilizing effects in boundary conditions. The IFC2x3 convention of 1. representing infinite stiffness is no longer valid and must not be used. Infinite stiffness, i.e. fixed supports, are now modeled by the Boolean value TRUE. bSI Documentation"
#:IFC.xml:43917
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaX"
msgstr "TranslationalStiffnessByAreaX"
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaX_DEFINITION"
msgstr "Translational stiffness value in x direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43922
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaY"
msgstr "TranslationalStiffnessByAreaY"
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaY_DEFINITION"
msgstr "Translational stiffness value in y direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43927
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaZ"
msgstr "TranslationalStiffnessByAreaZ"
msgid "IfcBoundaryFaceCondition_TranslationalStiffnessByAreaZ_DEFINITION"
msgstr "Translational stiffness value in z direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43934
msgid "IfcBoundaryNodeCondition"
msgstr "IfcBoundaryNodeCondition"
msgid "IfcBoundaryNodeCondition_DEFINITION"
msgstr "Describes linearly elastic support conditions or connection conditions. Applicability Point supports and connections. HISTORY New entity in IFC2x2. IFC 2x4 change Attributes LinearStiffnessX Y Z renamed to TranslationalStiffnessX Y Z . .change ifc2x4 IFC4 CHANGE All attribute data types changed from numeric to SELECT between Boolean and numeric. Stiffnesses may now also be negative, for example to capture destabilizing effects in boundary conditions. The IFC2x3 convention of 1. representing infinite stiffness is no longer valid and must not be used. Infinite stiffness, i.e. fixed supports, are now modeled by the Boolean value TRUE. bSI Documentation"
#:IFC.xml:43935
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessX"
msgstr "TranslationalStiffnessX"
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessX_DEFINITION"
msgstr "Translational stiffness value in x direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43940
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessY"
msgstr "TranslationalStiffnessY"
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessY_DEFINITION"
msgstr "Translational stiffness value in y direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43945
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessZ"
msgstr "TranslationalStiffnessZ"
msgid "IfcBoundaryNodeCondition_TranslationalStiffnessZ_DEFINITION"
msgstr "Translational stiffness value in z direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43950
msgid "IfcBoundaryNodeCondition_RotationalStiffnessX"
msgstr "RotationalStiffnessX"
msgid "IfcBoundaryNodeCondition_RotationalStiffnessX_DEFINITION"
msgstr "Rotational stiffness value about the x axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43955
msgid "IfcBoundaryNodeCondition_RotationalStiffnessY"
msgstr "RotationalStiffnessY"
msgid "IfcBoundaryNodeCondition_RotationalStiffnessY_DEFINITION"
msgstr "Rotational stiffness value about the y axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43960
msgid "IfcBoundaryNodeCondition_RotationalStiffnessZ"
msgstr "RotationalStiffnessZ"
msgid "IfcBoundaryNodeCondition_RotationalStiffnessZ_DEFINITION"
msgstr "Rotational stiffness value about the z axis of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:43967
msgid "IfcBoundaryNodeConditionWarping"
msgstr "IfcBoundaryNodeConditionWarping"
msgid "IfcBoundaryNodeConditionWarping_DEFINITION"
msgstr "Describes linearly elastic support conditions or connection conditions, including linearly elastic warping restraints. Applicability Point supports and connections. HISTORY New entity in IFC2x2. .change ifc2x4 IFC4 CHANGE All attribute data types changed from numeric to SELECT between Boolean and numeric. Stiffnesses may now also be negative, for example to capture destabilizing effects in boundary conditions. The IFC2x3 convention of 1. representing infinite stiffness is no longer valid and must not be used. Infinite stiffness, i.e. fixed supports, are now modeled by the Boolean value TRUE. bSI Documentation"
#:IFC.xml:43968
msgid "IfcBoundaryNodeConditionWarping_WarpingStiffness"
msgstr "WarpingStiffness"
msgid "IfcBoundaryNodeConditionWarping_WarpingStiffness_DEFINITION"
msgstr "Defines the warping stiffness value."
#:IFC.xml:43975
msgid "IfcFailureConnectionCondition"
msgstr "IfcFailureConnectionCondition"
msgid "IfcFailureConnectionCondition_DEFINITION"
msgstr "Defines forces at which a support or connection fails. Applicability Point supports and connections. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:43976
msgid "IfcFailureConnectionCondition_TensionFailureX"
msgstr "TensionFailureX"
msgid "IfcFailureConnectionCondition_TensionFailureX_DEFINITION"
msgstr "Tension force in x direction leading to failure of the connection."
#:IFC.xml:43981
msgid "IfcFailureConnectionCondition_TensionFailureY"
msgstr "TensionFailureY"
msgid "IfcFailureConnectionCondition_TensionFailureY_DEFINITION"
msgstr "Tension force in y direction leading to failure of the connection."
#:IFC.xml:43986
msgid "IfcFailureConnectionCondition_TensionFailureZ"
msgstr "TensionFailureZ"
msgid "IfcFailureConnectionCondition_TensionFailureZ_DEFINITION"
msgstr "Tension force in z direction leading to failure of the connection."
#:IFC.xml:43991
msgid "IfcFailureConnectionCondition_CompressionFailureX"
msgstr "CompressionFailureX"
msgid "IfcFailureConnectionCondition_CompressionFailureX_DEFINITION"
msgstr "Compression force in x direction leading to failure of the connection."
#:IFC.xml:43996
msgid "IfcFailureConnectionCondition_CompressionFailureY"
msgstr "CompressionFailureY"
msgid "IfcFailureConnectionCondition_CompressionFailureY_DEFINITION"
msgstr "Compression force in y direction leading to failure of the connection."
#:IFC.xml:44001
msgid "IfcFailureConnectionCondition_CompressionFailureZ"
msgstr "CompressionFailureZ"
msgid "IfcFailureConnectionCondition_CompressionFailureZ_DEFINITION"
msgstr "Compression force in z direction leading to failure of the connection."
#:IFC.xml:44008
msgid "IfcSlippageConnectionCondition"
msgstr "IfcSlippageConnectionCondition"
msgid "IfcSlippageConnectionCondition_DEFINITION"
msgstr "Describes slippage in support conditions or connection conditions. Slippage means that a relative displacement may occur in a support or connection before support or connection reactions are awoken. Applicability Point supports and connections, curve supports and connections, surface supports and connections. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44009
msgid "IfcSlippageConnectionCondition_SlippageX"
msgstr "SlippageX"
msgid "IfcSlippageConnectionCondition_SlippageX_DEFINITION"
msgstr "Slippage in x direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:44014
msgid "IfcSlippageConnectionCondition_SlippageY"
msgstr "SlippageY"
msgid "IfcSlippageConnectionCondition_SlippageY_DEFINITION"
msgstr "Slippage in y direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:44019
msgid "IfcSlippageConnectionCondition_SlippageZ"
msgstr "SlippageZ"
msgid "IfcSlippageConnectionCondition_SlippageZ_DEFINITION"
msgstr "Slippage in z direction of the coordinate system defined by the instance which uses this resource object."
#:IFC.xml:44026
msgid "IfcStructuralConnectionCondition"
msgstr "IfcStructuralConnectionCondition"
msgid "IfcStructuralConnectionCondition_DEFINITION"
msgstr "Describe more rarely needed connection properties. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44027
msgid "IfcStructuralConnectionCondition_Name"
msgstr "Name"
msgid "IfcStructuralConnectionCondition_Name_DEFINITION"
msgstr "Optionally defines a name for this connection condition."
#:IFC.xml:44033
msgid "IfcStructuralLoad"
msgstr "IfcStructuralLoad"
msgid "IfcStructuralLoad_DEFINITION"
msgstr "This abstract entity is the supertype of all loads actions or reactions or of certain requirements resulting from structural analysis, or certain provisions which influence structural analysis. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44034
msgid "IfcStructuralLoad_Name"
msgstr "Name"
msgid "IfcStructuralLoad_Name_DEFINITION"
msgstr "Optionally defines a name for this load."
#:IFC.xml:44040
msgid "IfcStructuralLoadConfiguration"
msgstr "IfcStructuralLoadConfiguration"
msgid "IfcStructuralLoadConfiguration_DEFINITION"
msgstr "This class combines one or more load or result values in a 1 or 2 dimensional configuration. HISTORY New entity in IFC4. .spec head Informal Propositions 1. All items in Values shall be of the same type. 2. If the loads or results comprise a curve activity, 1 dimensional locations shall be given, measured locally along the curve. The location shall not exceed the bounds of the curve actvity. The load samples and corresponding locations shall be given in ascending order of locations. 3. If the loads or results comprise a surface activity, 2 dimensional locations shall be given, measured in the surface activity s local x and y directions. The location shall not exceed the bounds of the surface activity. NOTE There are no ordering requirements in the 2 dimensional case, but the 1 dimensional case shall be spatially ordered for simplicity. bSI Documentation"
#:IFC.xml:44052
msgid "IfcStructuralLoadConfiguration_Values"
msgstr "Values"
msgid "IfcStructuralLoadConfiguration_Values_DEFINITION"
msgstr "Values"
#:IFC.xml:44045
msgid "IfcStructuralLoadConfiguration_Locations"
msgstr "Locations"
msgid "IfcStructuralLoadConfiguration_Locations_DEFINITION"
msgstr "Locations of the load samples or result samples, given within the local coordinate system defined by the instance which uses this resource object. Each item in the list of locations pertains to the values list item at the same list index. This attribute is optional for configurations in which the locations are implicitly known from higher level definitions."
#:IFC.xml:44064
msgid "IfcStructuralLoadLinearForce"
msgstr "IfcStructuralLoadLinearForce"
msgid "IfcStructuralLoadLinearForce_DEFINITION"
msgstr "An instance of the entity [[IfcStructuralLoadLinearForce]] shall be used to define actions on curves. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44065
msgid "IfcStructuralLoadLinearForce_LinearForceX"
msgstr "LinearForceX"
msgid "IfcStructuralLoadLinearForce_LinearForceX_DEFINITION"
msgstr "Linear force value in x direction."
#:IFC.xml:44070
msgid "IfcStructuralLoadLinearForce_LinearForceY"
msgstr "LinearForceY"
msgid "IfcStructuralLoadLinearForce_LinearForceY_DEFINITION"
msgstr "Linear force value in y direction."
#:IFC.xml:44075
msgid "IfcStructuralLoadLinearForce_LinearForceZ"
msgstr "LinearForceZ"
msgid "IfcStructuralLoadLinearForce_LinearForceZ_DEFINITION"
msgstr "Linear force value in z direction."
#:IFC.xml:44080
msgid "IfcStructuralLoadLinearForce_LinearMomentX"
msgstr "LinearMomentX"
msgid "IfcStructuralLoadLinearForce_LinearMomentX_DEFINITION"
msgstr "Linear moment about the x axis."
#:IFC.xml:44085
msgid "IfcStructuralLoadLinearForce_LinearMomentY"
msgstr "LinearMomentY"
msgid "IfcStructuralLoadLinearForce_LinearMomentY_DEFINITION"
msgstr "Linear moment about the y axis."
#:IFC.xml:44090
msgid "IfcStructuralLoadLinearForce_LinearMomentZ"
msgstr "LinearMomentZ"
msgid "IfcStructuralLoadLinearForce_LinearMomentZ_DEFINITION"
msgstr "Linear moment about the z axis."
#:IFC.xml:44097
msgid "IfcStructuralLoadOrResult"
msgstr "IfcStructuralLoadOrResult"
msgid "IfcStructuralLoadOrResult_DEFINITION"
msgstr "Abstract superclass of simple load or result classes. HISTORY New abstract entity in IFC4, upwards compatibility of all subtypes is preserved. bSI Documentation"
#:IFC.xml:44100
msgid "IfcStructuralLoadPlanarForce"
msgstr "IfcStructuralLoadPlanarForce"
msgid "IfcStructuralLoadPlanarForce_DEFINITION"
msgstr "An instance of the entity [[IfcStructuralLoadPlanarForce]] shall be used to define actions on faces. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44101
msgid "IfcStructuralLoadPlanarForce_PlanarForceX"
msgstr "PlanarForceX"
msgid "IfcStructuralLoadPlanarForce_PlanarForceX_DEFINITION"
msgstr "Planar force value in x direction."
#:IFC.xml:44106
msgid "IfcStructuralLoadPlanarForce_PlanarForceY"
msgstr "PlanarForceY"
msgid "IfcStructuralLoadPlanarForce_PlanarForceY_DEFINITION"
msgstr "Planar force value in y direction."
#:IFC.xml:44111
msgid "IfcStructuralLoadPlanarForce_PlanarForceZ"
msgstr "PlanarForceZ"
msgid "IfcStructuralLoadPlanarForce_PlanarForceZ_DEFINITION"
msgstr "Planar force value in z direction."
#:IFC.xml:44118
msgid "IfcStructuralLoadSingleDisplacement"
msgstr "IfcStructuralLoadSingleDisplacement"
msgid "IfcStructuralLoadSingleDisplacement_DEFINITION"
msgstr "Instances of the entity [[IfcStructuralLoadSingleDisplacement]] shall be used to define displacements. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44119
msgid "IfcStructuralLoadSingleDisplacement_DisplacementX"
msgstr "DisplacementX"
msgid "IfcStructuralLoadSingleDisplacement_DisplacementX_DEFINITION"
msgstr "Displacement in x direction."
#:IFC.xml:44124
msgid "IfcStructuralLoadSingleDisplacement_DisplacementY"
msgstr "DisplacementY"
msgid "IfcStructuralLoadSingleDisplacement_DisplacementY_DEFINITION"
msgstr "Displacement in y direction."
#:IFC.xml:44129
msgid "IfcStructuralLoadSingleDisplacement_DisplacementZ"
msgstr "DisplacementZ"
msgid "IfcStructuralLoadSingleDisplacement_DisplacementZ_DEFINITION"
msgstr "Displacement in z direction."
#:IFC.xml:44134
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRX"
msgstr "RotationalDisplacementRX"
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRX_DEFINITION"
msgstr "Rotation about the x axis."
#:IFC.xml:44139
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRY"
msgstr "RotationalDisplacementRY"
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRY_DEFINITION"
msgstr "Rotation about the y axis."
#:IFC.xml:44144
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRZ"
msgstr "RotationalDisplacementRZ"
msgid "IfcStructuralLoadSingleDisplacement_RotationalDisplacementRZ_DEFINITION"
msgstr "Rotation about the z axis."
#:IFC.xml:44151
msgid "IfcStructuralLoadSingleDisplacementDistortion"
msgstr "IfcStructuralLoadSingleDisplacementDistortion"
msgid "IfcStructuralLoadSingleDisplacementDistortion_DEFINITION"
msgstr "Defines a displacement with warping. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44152
msgid "IfcStructuralLoadSingleDisplacementDistortion_Distortion"
msgstr "Distortion"
msgid "IfcStructuralLoadSingleDisplacementDistortion_Distortion_DEFINITION"
msgstr "The distortion curvature warping, i.e. a cross sectional deplanation given to the displacement load."
#:IFC.xml:44159
msgid "IfcStructuralLoadSingleForce"
msgstr "IfcStructuralLoadSingleForce"
msgid "IfcStructuralLoadSingleForce_DEFINITION"
msgstr "Instances of the entity [[IfcStructuralLoadSingleForce]] shall be used to define the forces and moments of an action operating on a single point. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44160
msgid "IfcStructuralLoadSingleForce_ForceX"
msgstr "ForceX"
msgid "IfcStructuralLoadSingleForce_ForceX_DEFINITION"
msgstr "Force value in x direction."
#:IFC.xml:44165
msgid "IfcStructuralLoadSingleForce_ForceY"
msgstr "ForceY"
msgid "IfcStructuralLoadSingleForce_ForceY_DEFINITION"
msgstr "Force value in y direction."
#:IFC.xml:44170
msgid "IfcStructuralLoadSingleForce_ForceZ"
msgstr "ForceZ"
msgid "IfcStructuralLoadSingleForce_ForceZ_DEFINITION"
msgstr "Force value in z direction."
#:IFC.xml:44175
msgid "IfcStructuralLoadSingleForce_MomentX"
msgstr "MomentX"
msgid "IfcStructuralLoadSingleForce_MomentX_DEFINITION"
msgstr "Moment about the x axis."
#:IFC.xml:44180
msgid "IfcStructuralLoadSingleForce_MomentY"
msgstr "MomentY"
msgid "IfcStructuralLoadSingleForce_MomentY_DEFINITION"
msgstr "Moment about the y axis."
#:IFC.xml:44185
msgid "IfcStructuralLoadSingleForce_MomentZ"
msgstr "MomentZ"
msgid "IfcStructuralLoadSingleForce_MomentZ_DEFINITION"
msgstr "Moment about the z axis."
#:IFC.xml:44192
msgid "IfcStructuralLoadSingleForceWarping"
msgstr "IfcStructuralLoadSingleForceWarping"
msgid "IfcStructuralLoadSingleForceWarping_DEFINITION"
msgstr "Instances of the entity [[IfcStructuralLoadSingleForceWarping]] , as a subtype of [[IfcStructuralLoadSingleForce]] , shall be used to define an action operation on a single point. In addition to forces and moments defined by its supertype a warping moment can be defined. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44193
msgid "IfcStructuralLoadSingleForceWarping_WarpingMoment"
msgstr "WarpingMoment"
msgid "IfcStructuralLoadSingleForceWarping_WarpingMoment_DEFINITION"
msgstr "The warping moment at the point load."
#:IFC.xml:44200
msgid "IfcStructuralLoadStatic"
msgstr "IfcStructuralLoadStatic"
msgid "IfcStructuralLoadStatic_DEFINITION"
msgstr "The abstract entity [[IfcStructuralLoadStatic]] is the supertype of all static loads actions or reactions which can be defined. Within scope are single i.e. concentrated forces and moments, linear i.e. one dimensionally distributed forces and moments, planar i.e. two dimensionally distributed forces, furthermore displacements and temperature loads. HISTORY New entity in IFC2x2. bSI Documentation"
#:IFC.xml:44203
msgid "IfcStructuralLoadTemperature"
msgstr "IfcStructuralLoadTemperature"
msgid "IfcStructuralLoadTemperature_DEFINITION"
msgstr "An instance of the entity [[IfcStructuralLoadTemperature]] shall be used to define actions which are caused by a temperature change. As shown in Figure 1, 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. .. .. .. .. .. .. figures structuralloadtemperature.gif Figure 1 Structural load temperature bSI Documentation"
#:IFC.xml:44204
msgid "IfcStructuralLoadTemperature_DeltaTConstant"
msgstr "DeltaTConstant"
msgid "IfcStructuralLoadTemperature_DeltaTConstant_DEFINITION"
msgstr "Temperature change which affects the complete section of the structural member, or the uniform portion of a non uniform temperature change. X 0D X 0D 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."
#:IFC.xml:44209
msgid "IfcStructuralLoadTemperature_DeltaTY"
msgstr "DeltaTY"
msgid "IfcStructuralLoadTemperature_DeltaTY_DEFINITION"
msgstr "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. X 0D X 0D 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."
#:IFC.xml:44214
msgid "IfcStructuralLoadTemperature_DeltaTZ"
msgstr "DeltaTZ"
msgid "IfcStructuralLoadTemperature_DeltaTZ_DEFINITION"
msgstr "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. X 0D X 0D 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."
#:IFC.xml:44221
msgid "IfcSurfaceReinforcementArea"
msgstr "IfcSurfaceReinforcementArea"
msgid "IfcSurfaceReinforcementArea_DEFINITION"
msgstr "Describes required or provided reinforcement area of surface members. NOTE Member design parameters like concrete cover, effective depth, orientation of meshes or rebars two, optionally three directions etc. are not specified in IfcStructuralLoadResource schema. They shall be specified at the level of structural members. HISTORY New entity in IFC4. bSI Documentation"
#:IFC.xml:44238
msgid "IfcSurfaceReinforcementArea_SurfaceReinforcement1"
msgstr "SurfaceReinforcement1"
msgid "IfcSurfaceReinforcementArea_SurfaceReinforcement1_DEFINITION"
msgstr "Reinforcement at the face of the member which is located at the side of the positive local z direction of the surface member. Specified as area per length, e.g. square metre per metre hence length measure, e.g. metre . The reinforcement area may be specified for two or three directions of reinforcement bars."
#:IFC.xml:44243
msgid "IfcSurfaceReinforcementArea_SurfaceReinforcement2"
msgstr "SurfaceReinforcement2"
msgid "IfcSurfaceReinforcementArea_SurfaceReinforcement2_DEFINITION"
msgstr "Reinforcement at the face of the member which is located at the side of the negative local z direction of the surface member. Specified as area per length, e.g. square metre per metre hence length measure, e.g. metre . The reinforcement area may be specified for two or three directions of reinforcement bars."
#:IFC.xml:44248
msgid "IfcSurfaceReinforcementArea_ShearReinforcement"
msgstr "ShearReinforcement"
msgid "IfcSurfaceReinforcementArea_ShearReinforcement_DEFINITION"
msgstr "Shear reinforcement. Specified as area per area, e.g. square metre per square metre hence ratio measure, i.e. unitless ."
#:IFC.xml:44255
msgid "IfcModulusOfRotationalSubgradeReactionSelect"
msgstr "IfcModulusOfRotationalSubgradeReactionSelect"
msgid "IfcModulusOfRotationalSubgradeReactionSelect_DEFINITION"
msgstr "A measure for modulus of rotational subgrade reaction which expresses the rotational bedding of a structural curve item per length. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."
#:IFC.xml:44256
msgid "IfcModulusOfSubgradeReactionSelect"
msgstr "IfcModulusOfSubgradeReactionSelect"
msgid "IfcModulusOfSubgradeReactionSelect_DEFINITION"
msgstr "Bedding measure which expresses the bedding of a structural face item per area. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."
#:IFC.xml:44257
msgid "IfcModulusOfTranslationalSubgradeReactionSelect"
msgstr "IfcModulusOfTranslationalSubgradeReactionSelect"
msgid "IfcModulusOfTranslationalSubgradeReactionSelect_DEFINITION"
msgstr "A measure for modulus of translational subgrade reaction which expresses the translational bedding of a structural curve item per length. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."
#:IFC.xml:44258
msgid "IfcRotationalStiffnessSelect"
msgstr "IfcRotationalStiffnessSelect"
msgid "IfcRotationalStiffnessSelect_DEFINITION"
msgstr "A measure of rotational stiffness. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."
#:IFC.xml:44259
msgid "IfcTranslationalStiffnessSelect"
msgstr "IfcTranslationalStiffnessSelect"
msgid "IfcTranslationalStiffnessSelect_DEFINITION"
msgstr "A measure of linear stiffness. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."
#:IFC.xml:44260
msgid "IfcWarpingStiffnessSelect"
msgstr "IfcWarpingStiffnessSelect"
msgid "IfcWarpingStiffnessSelect_DEFINITION"
msgstr "A measure of warping stiffness. TRUE denotes infinite stiffness rigidity . FALSE denotes no stiffness a release . A numeric value denotes finite linear elastic stiffness. HISTORY New type in IFC4."