public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadValue;
double loadPosition;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadValue = double.Parse(parameters[2]);
loadPosition = double.Parse(parameters[3]);
}
catch
{
throw new ArgumentException("Failed to parse AssignConcentratedNormalLoadToFrame command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
IFrameLoad frameLoad = this.factory.CreateConcentratedNormalLoad(loadCase, frameElement.ElementLength, 0.0,
loadValue, loadPosition);
FrameService.AddLoad(frameElement, frameLoad);
return($"Concentrated normal frame load with intensity {loadValue} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}
public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadAtStart;
double loadAtEnd;
double loadStartsAt;
double loadEndsAt;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadAtStart = double.Parse(parameters[2]);
loadAtEnd = double.Parse(parameters[3]);
loadStartsAt = double.Parse(parameters[4]);
loadEndsAt = double.Parse(parameters[5]);
}
catch
{
throw new ArgumentException("Failed to parse AssignDistributedMomentXZPlaneToFrame command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
double gCoefficient = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaY * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
IFrameLoad frameLoad = this.factory.CreateDistributedMomentXZPlane(loadCase, frameElement.ElementLength, gCoefficient,
loadAtStart, loadAtEnd, loadStartsAt, loadEndsAt);
FrameService.AddLoad(frameElement, frameLoad);
return($"Distributed moment frame load in XZ plane with intensities {loadAtStart} and {loadAtEnd} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}
public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadValue;
double loadPosition;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadValue = double.Parse(parameters[2]);
loadPosition = double.Parse(parameters[3]);
}
catch
{
throw new ArgumentException("Failed to parse AssignConcentratedShearLoadXYPlaneToFrame command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
double gCoefficient = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaZ * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
IFrameLoad frameLoad = this.factory.CreateConcentratedShearLoadXYPlane(loadCase, frameElement.ElementLength, gCoefficient,
loadValue, loadPosition);
FrameService.AddLoad(frameElement, frameLoad);
return($"Concentrated shear frame load in XY plane with intensity {loadValue} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}
public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadAtStart;
double loadAtEnd;
double loadStartsAt;
double loadEndsAt;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadAtStart = double.Parse(parameters[2]);
loadAtEnd = double.Parse(parameters[3]);
loadStartsAt = double.Parse(parameters[4]);
loadEndsAt = double.Parse(parameters[5]);
}
catch
{
throw new ArgumentException("Failed to parse AssignDistributedTorsionToFrame command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
IFrameLoad frameLoad = this.factory.CreateDistributedTorsion(loadCase, frameElement.ElementLength, 0.0,
loadAtStart, loadAtEnd, loadStartsAt, loadEndsAt);
FrameService.AddLoad(frameElement, frameLoad);
return($"Distributed torsion with intensities {loadAtStart} and {loadAtEnd} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}
public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadAtStart;
double loadAtEnd;
double loadStartsAt;
double loadEndsAt;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadAtStart = double.Parse(parameters[2]);
loadAtEnd = double.Parse(parameters[3]);
loadStartsAt = double.Parse(parameters[4]);
loadEndsAt = double.Parse(parameters[5]);
}
catch
{
throw new ArgumentException("Failed to parse AssignDistributedMomentAroundGlobalYDirection command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
double gCoefficientY = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaY * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
double gCoefficientZ = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaZ * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
Vector <double> startPointEntryLoad = Vector <double> .Build.SparseOfArray(new double[] { 0, loadAtStart, 0 });
Vector <double> endPointEntryLoad = Vector <double> .Build.SparseOfArray(new double[] { 0, loadAtEnd, 0 });
Vector <double> startPointLoadVector = FrameService.InclinedLoadVector(frameElement, startPointEntryLoad);
Vector <double> endPointLoadVector = FrameService.InclinedLoadVector(frameElement, endPointEntryLoad);
IFrameLoad frameMomentAroundLocalX = this.factory.CreateDistributedTorsion(loadCase, frameElement.ElementLength, 0.0,
startPointLoadVector[0], endPointLoadVector[0], loadStartsAt, loadEndsAt);
IFrameLoad frameMomentAroundLocalY = this.factory.CreateDistributedMomentXZPlane(loadCase, frameElement.ElementLength, gCoefficientY,
startPointLoadVector[1], endPointLoadVector[1], loadStartsAt, loadEndsAt);
IFrameLoad frameMomentAroundLocalZ = this.factory.CreateDistributedMomentXYPlane(loadCase, frameElement.ElementLength, gCoefficientZ,
startPointLoadVector[2], endPointLoadVector[2], loadStartsAt, loadEndsAt);
FrameService.AddLoad(frameElement, frameMomentAroundLocalX);
FrameService.AddLoad(frameElement, frameMomentAroundLocalY);
FrameService.AddLoad(frameElement, frameMomentAroundLocalZ);
return($"Distributed frame moment around global Y direction with intensities {loadAtStart} and {loadAtEnd} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}
public override string Execute(IList <string> parameters)
{
int elementId;
int loadCaseNumber;
double loadValue;
double loadPosition;
try
{
elementId = int.Parse(parameters[0]);
loadCaseNumber = int.Parse(parameters[1]);
loadValue = double.Parse(parameters[2]);
loadPosition = double.Parse(parameters[3]);
}
catch
{
throw new ArgumentException("Failed to parse AssignConcentratedLoadGlobalYDirection command parameters.");
}
IFrameElement frameElement = base.dbctx.FrameElements[elementId];
ILoadCase loadCase = base.dbctx.LoadCases[loadCaseNumber];
double gCoefficientY = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaZ * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
double gCoefficientZ = (frameElement.MaterialProp.EModule * frameElement.SectionProp.MomentOfInertiaY * frameElement.SectionProp.Mju)
/ (frameElement.SectionProp.Area * frameElement.MaterialProp.GModule);
Vector <double> EntryLoad = Vector <double> .Build.SparseOfArray(new double[] { 0, loadValue, 0 });
Vector <double> LoadVector = FrameService.InclinedLoadVector(frameElement, EntryLoad);
IFrameLoad frameLoadLocalX = this.factory.CreateConcentratedNormalLoad(loadCase, frameElement.ElementLength, 0.0,
LoadVector[0], loadPosition);
IFrameLoad frameLoadLocalY = this.factory.CreateConcentratedShearLoadXYPlane(loadCase, frameElement.ElementLength, gCoefficientY,
LoadVector[1], loadPosition);
IFrameLoad frameLoadLocalZ = this.factory.CreateConcentratedShearLoadXZPlane(loadCase, frameElement.ElementLength, gCoefficientZ,
LoadVector[2], loadPosition);
FrameService.AddLoad(frameElement, frameLoadLocalX);
FrameService.AddLoad(frameElement, frameLoadLocalY);
FrameService.AddLoad(frameElement, frameLoadLocalZ);
return($"Concentrated frame load in global Y direction with intensity {loadValue} and Load Case Numeber {loadCaseNumber} has been assigned to element with ID {frameElement.Number}.");
}