StructuralCurveMomentTCurveStructuralReference Class

[This is preliminary documentation and is subject to change.]

Defines a moment load distributed over a StructuralCurveMember, StructuralCurveMemberRib or StructuralSurfaceMember's edge or StructuralCurveEdge

Inheritance Hierarchy

SystemObject
  ModelExchanger.AnalysisDataModel.BaseStructuralAnalysisObjectBase
    ModelExchanger.AnalysisDataModel.LoadsStructuralCurveActionAbstractMomentDirection, TorquePerLength
      ModelExchanger.AnalysisDataModel.LoadsStructuralCurveMomentTCurveStructuralReference

Namespace: ModelExchanger.AnalysisDataModel.Loads
Assembly: ModelExchanger.AnalysisDataModel (in ModelExchanger.AnalysisDataModel.dll) Version: 1.13.0+Branch.master.Sha.d583fc64569355d188a9c0818d257b6d0d3e1339

Syntax

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public sealed class StructuralCurveMoment<TCurveStructuralReference> : StructuralCurveActionAbstract<MomentDirection, TorquePerLength>, 
	IEquatable<StructuralCurveMoment<TCurveStructuralReference>>
where TCurveStructuralReference : class, ICurveStructuralReference

Type Parameters

TCurveStructuralReference: Type containing reference information

The StructuralCurveMomentTCurveStructuralReference type exposes the following members.

Constructors

	Name	Description
	StructuralCurveMomentTCurveStructuralReference	Create a linear force on the provided structural element which is distributed Uniform

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Properties

	Name	Description
	CoordinateDefinition	Specifies the coordinate system that is used to define the length. (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	CoordinateSystem	Defines the co-ordinate system of the member in which the load is applied (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Direction	Defines the base direction of the load (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Distribution	Defines how the load is distributed along the structural element (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	EndPointAbsolute	Defines the position of the end point in absolute coordinates (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	EndPointRelative	Defines the position of the end point in relative coordinates (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Extent	Defines how the load extends over the structural element (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	ForceAction	Defines on which type of structural element the force acts (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Id	The ID of the Analysis object. Needs to be unique within the entire model (Inherited from StructuralAnalysisObjectBase.)
	LoadCase	Defines the StructuralLoadCase to which the load belongs (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Location	Defines whether the load is "put directly on an inclined 1D member" or whether the "projection on plan" is defined. (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Name	The name of the Analysis object. Needs to be unique within it's type (Inherited from StructuralAnalysisObjectBase.)
	Origin	Specifies the origin of the coordinate system used for the definition of the length (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	ParentId	The ID of the parent object of the same type (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	StartPointAbsolute	Defines the position of the start point in absolute coordinates (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	StartPointRelative	Defines the position of the start point in relative coordinates (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	StructuralReference	Object containing information about the structural element on which the line moment force acts.
	Type	Defines what the load is caused by. Supports dynamic values (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Value1	Defines the first (or only when Distribution is Uniform) size of the load (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Value2	Defines the second size of the load, only applicable when Distribution is not Uniform (Inherited from StructuralCurveActionAbstractTDirection, TValue.)

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Methods

	Name	Description
	Equals(Object)	Check if this object is the same as the provided object. (Overrides StructuralCurveActionAbstractTDirection, TValueEquals(Object).)
	Equals(StructuralAnalysisObjectBase)	Check if this object is the same as the provided object. (Inherited from StructuralAnalysisObjectBase.)
	Equals(StructuralCurveActionAbstractTDirection, TValue)	Indicates whether the current object is equal to another object of the same type. (Inherited from StructuralCurveActionAbstractTDirection, TValue.)
	Equals(StructuralCurveMomentTCurveStructuralReference)	Indicates whether the current object is equal to another object of the same type.
	GetHashCode	Retrieves the hashcode of the object (Overrides StructuralCurveActionAbstractTDirection, TValueGetHashCode.)

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Events

	Name	Description
	PropertyChanged	(Inherited from StructuralAnalysisObjectBase.)

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Examples

Creating an instance acting on a beam

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using System;
using System.Collections.Generic;
using System.Linq;
using ModelExchanger.AnalysisDataModel.Enums;
using ModelExchanger.AnalysisDataModel.Loads;
using ModelExchanger.AnalysisDataModel.Models;
using ModelExchanger.AnalysisDataModel.StructuralElements;
using ModelExchanger.AnalysisDataModel.StructuralReferences.Curves;
using UnitsNet;

namespace ModelExchanger.AnalysisDataModel.Example.Loads
{
    public sealed class StructuralCurveMomentOnBeamExample : BaseExample<StructuralCurveMoment<CurveStructuralReferenceOnBeam>>
    {
        protected override IReadOnlyCollection<StructuralCurveMoment<CurveStructuralReferenceOnBeam>> CreateAnalysisObjects(AnalysisModel model)
        {
            StructuralCurveMember beam = model.OfType<StructuralCurveMember>().Single(x => x.Name == "B37");
            StructuralLoadCase loadCase = model.OfType<StructuralLoadCase>().Single(x => x.Name == "LC2");

            return new[]
            {
                new StructuralCurveMoment<CurveStructuralReferenceOnBeam>(Guid.NewGuid(), "LF1", CurveForceAction.OnBeam,
                    TorquePerLength.FromKilonewtonMetersPerMeter(-2), loadCase, new CurveStructuralReferenceOnBeam(beam))
                {
                    Direction = MomentDirection.My,
                },
            };
        }
    }
}

Creating an instance acting on a rib

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using System;
using System.Collections.Generic;
using System.Linq;
using ModelExchanger.AnalysisDataModel.Enums;
using ModelExchanger.AnalysisDataModel.Loads;
using ModelExchanger.AnalysisDataModel.Models;
using ModelExchanger.AnalysisDataModel.StructuralElements;
using ModelExchanger.AnalysisDataModel.StructuralReferences.Curves;
using UnitsNet;

namespace ModelExchanger.AnalysisDataModel.Example.Loads
{
    public sealed class StructuralCurveMomentOnRibExample : BaseExample<StructuralCurveMoment<CurveStructuralReferenceOnRib>>
    {
        protected override IReadOnlyCollection<StructuralCurveMoment<CurveStructuralReferenceOnRib>> CreateAnalysisObjects(AnalysisModel model)
        {
            StructuralLoadCase loadCase = model.OfType<StructuralLoadCase>().Single(x => x.Name == "LC2");
            StructuralCurveMemberRib rib = model.OfType<StructuralCurveMemberRib>().Single(x => x.Name == "B37");

            return new[]
            {
                new StructuralCurveMoment<CurveStructuralReferenceOnRib>(Guid.NewGuid(), "LF2", CurveForceAction.OnRib,
                    TorquePerLength.FromKilonewtonMetersPerMeter(-2), loadCase, new CurveStructuralReferenceOnRib(rib))
                {
                    Direction = MomentDirection.Mx,
                    CoordinateSystem = CoordinateSystem.Local
                },
            };
        }
    }
}

Creating an instance acting on a surface's edge

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using System;
using System.Collections.Generic;
using System.Linq;
using ModelExchanger.AnalysisDataModel.Enums;
using ModelExchanger.AnalysisDataModel.Loads;
using ModelExchanger.AnalysisDataModel.Models;
using ModelExchanger.AnalysisDataModel.StructuralElements;
using ModelExchanger.AnalysisDataModel.StructuralReferences.Curves;
using UnitsNet;

namespace ModelExchanger.AnalysisDataModel.Example.Loads
{
    public sealed class StructuralCurveMomentOnEdgeExample : BaseExample<StructuralCurveMoment<CurveStructuralReferenceOnEdge>>
    {
        protected override IReadOnlyCollection<StructuralCurveMoment<CurveStructuralReferenceOnEdge>> CreateAnalysisObjects(AnalysisModel model)
        {
            StructuralLoadCase loadCase = model.OfType<StructuralLoadCase>().Single(x => x.Name == "LC2");
            StructuralSurfaceMember surface = model.OfType<StructuralSurfaceMember>().Single(x => x.Name == "S10");

            return new[]
            {
                new StructuralCurveMoment<CurveStructuralReferenceOnEdge>(Guid.NewGuid(), "LF3", CurveForceAction.OnEdge,
                    TorquePerLength.FromKilonewtonMetersPerMeter(-2), loadCase, new CurveStructuralReferenceOnEdge(surface, 1))
                {
                    Direction = MomentDirection.Mz,
                    CoordinateSystem = CoordinateSystem.Local
                },
            };
        }
    }
}

Creating an instance acting on a opening's edge

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using ModelExchanger.AnalysisDataModel.Enums;
using ModelExchanger.AnalysisDataModel.Loads;
using ModelExchanger.AnalysisDataModel.Models;
using ModelExchanger.AnalysisDataModel.StructuralElements;
using ModelExchanger.AnalysisDataModel.StructuralReferences.Curves;
using System;
using System.Collections.Generic;
using System.Linq;
using UnitsNet;

namespace ModelExchanger.AnalysisDataModel.Example.Loads
{
    public sealed class StructuralCurveMomentOnOpeningEdgeExample :BaseExample<StructuralCurveMoment<CurveStructuralReferenceOnOpeningEdge>>
    {
        protected override IReadOnlyCollection<StructuralCurveMoment<CurveStructuralReferenceOnOpeningEdge>> CreateAnalysisObjects(AnalysisModel model)
        {
            StructuralSurfaceMemberOpening opening =
                model.OfType<StructuralSurfaceMemberOpening>().Single(item => item.Name == "O6");
            StructuralLoadCase loadCase = model.OfType<StructuralLoadCase>().Single(x => x.Name == "LC2");

            return new[]
            {
                new StructuralCurveMoment<CurveStructuralReferenceOnOpeningEdge>(
                    Guid.NewGuid(),
                    "LF6",
                    CurveForceAction.OnOpeningEdge,
                    TorquePerLength.FromKilonewtonMetersPerMeter(6),
                    loadCase,
                    new CurveStructuralReferenceOnOpeningEdge(
                        opening, 3))
                {
                    Type = ActionLoadType.HoarFrost,
                    Distribution = CurveDistribution.Trapezoidal,
                    Direction = MomentDirection.Mx,
                    CoordinateSystem = CoordinateSystem.Local,
                    Location = Location.Length,
                    CoordinateDefinition = CoordinateDefinition.Absolute,
                    Origin = Origin.FromStart,
                    Extent = ExtentOfForceOnBeam.Span,
                    StartPointAbsolute = Length.FromMeters(0.5),
                    EndPointAbsolute = Length.FromMeters(0.75),
                    StartPointRelative = null,
                    EndPointRelative = null,
                    Value2 = TorquePerLength.FromKilonewtonMetersPerMeter(3),
                    ParentId = null
                },
                new StructuralCurveMoment<CurveStructuralReferenceOnOpeningEdge>(
                    Guid.NewGuid(),
                    "LF7",
                    CurveForceAction.OnOpeningEdge,
                    TorquePerLength.FromKilonewtonMetersPerMeter(5), 
                    loadCase,
                    new CurveStructuralReferenceOnOpeningEdge(
                        opening,
                        0))
                {
                    Type = ActionLoadType.HoarFrost,
                    Distribution = CurveDistribution.Uniform,
                    Direction = MomentDirection.My,
                    Value2 = null,
                    LoadCase = loadCase,
                    CoordinateSystem = CoordinateSystem.Local,
                    Location = Location.Length,
                    CoordinateDefinition = CoordinateDefinition.Relative,
                    Origin = Origin.FromStart,
                    Extent = ExtentOfForceOnBeam.Span,
                    StartPointRelative = 0,
                    EndPointRelative = 1,
                    StartPointAbsolute = null,
                    EndPointAbsolute = null,
                    ParentId = null
                }
            };

        }
    }
}

Creating an instance acting on a subregion's edge

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using System;
using System.Collections.Generic;
using System.Linq;
using ModelExchanger.AnalysisDataModel.Enums;
using ModelExchanger.AnalysisDataModel.Loads;
using ModelExchanger.AnalysisDataModel.Models;
using ModelExchanger.AnalysisDataModel.StructuralElements;
using ModelExchanger.AnalysisDataModel.StructuralReferences.Curves;
using UnitsNet;

namespace ModelExchanger.AnalysisDataModel.Example.Loads
{
    public sealed class StructuralCurveMomentOnSubregionEdgeExample : BaseExample<StructuralCurveMoment<CurveStructuralReferenceOnSubregionEdge>>
    {
        protected override IReadOnlyCollection<StructuralCurveMoment<CurveStructuralReferenceOnSubregionEdge>> CreateAnalysisObjects(AnalysisModel model)
        {
            StructuralSurfaceMemberRegion region = model
                .OfType<StructuralSurfaceMemberRegion>()
                .Single(item => item.Name == "R4");
            StructuralLoadCase loadCase = model.OfType<StructuralLoadCase>().Single(x => x.Name == "LC2");

            return new[]
            {
                new StructuralCurveMoment<CurveStructuralReferenceOnSubregionEdge>(
                    Guid.NewGuid(),
                    "LF4",
                    CurveForceAction.OnSubregionEdge,
                    TorquePerLength.FromKilonewtonMetersPerMeter(5),
                    loadCase,
                    new CurveStructuralReferenceOnSubregionEdge(
                        region,
                        1))
                {
                    Type = ActionLoadType.HoarFrost,
                    Distribution = CurveDistribution.Trapezoidal,
                    Direction = MomentDirection.Mx,
                    Value2 = TorquePerLength.FromKilonewtonMetersPerMeter(2),
                    CoordinateSystem = CoordinateSystem.Local,
                    Location = Location.Length,
                    CoordinateDefinition = CoordinateDefinition.Relative,
                    Origin = Origin.FromStart,
                    Extent = ExtentOfForceOnBeam.Span,
                    StartPointRelative = 0,
                    EndPointRelative = 0.75,
                    StartPointAbsolute = null,
                    EndPointAbsolute = null,
                    ParentId = null
                },
                new StructuralCurveMoment<CurveStructuralReferenceOnSubregionEdge>(
                    Guid.NewGuid(),
                    "LF5",
                    CurveForceAction.OnSubregionEdge,
                    TorquePerLength.FromKilonewtonMetersPerMeter(4),
                    loadCase,
                    new CurveStructuralReferenceOnSubregionEdge(
                        region,
                        0))
                {
                    Type = ActionLoadType.HoarFrost,
                    Distribution = CurveDistribution.Uniform,
                    Direction = MomentDirection.My,
                    Value2 = null,
                    CoordinateSystem = CoordinateSystem.Local,
                    Location = Location.Length,
                    CoordinateDefinition = CoordinateDefinition.Relative,
                    Origin = Origin.FromEnd,
                    Extent = ExtentOfForceOnBeam.Span,
                    StartPointRelative = 0.5,
                    EndPointRelative = 0.75,
                    StartPointAbsolute = null,
                    EndPointAbsolute = null,
                    ParentId = null
                }
            };
        }
    }
}

Reference

ModelExchanger.AnalysisDataModel.Loads Namespace

ModelExchanger.AnalysisDataModel.StructuralReferences.CurvesCurveStructuralReferenceOnBeam

ModelExchanger.AnalysisDataModel.StructuralReferences.CurvesCurveStructuralReferenceOnRib

ModelExchanger.AnalysisDataModel.StructuralReferences.CurvesCurveStructuralReferenceOnEdge

ModelExchanger.AnalysisDataModel.StructuralReferences.CurvesCurveStructuralReferenceOnOpeningEdge

[!:CurveStructuralReferenceOnSubRegionEdge]

StructuralCurveMomentAddLanguageSpecificTextSet("LST419A2E3_0?cs=&lt;|vb=(Of |cpp=&lt;|fs=&lt;'|nu=(");TCurveStructuralReferenceAddLanguageSpecificTextSet("LST419A2E3_1?cs=&gt;|vb=)|cpp=&gt;|fs=&gt;|nu=)"); Class

Type Parameters

Reference

StructuralCurveMomentTCurveStructuralReference Class