public static void CreateModel(Karamba.Models.Model kModel)
{
if (RModel != null)
{
Node[] rNodes = Nodes(kModel.nodes);
NodalSupport[] rSupports = Supports(kModel.supports);
Material[] rMaterials = Materials(kModel.materials);
CrossSection[] rCrossSections = CrossSections(kModel.crosecs, kModel);
Tuple <Member[], Dlubal.RFEM5.Line[]> vali = Members(kModel.elems);
Member[] rMembers = vali.Item1;
Dlubal.RFEM5.Line[] rLines = vali.Item2;
LoadCase[] lCases = LoadCases(kModel);
MemberLoad[] rMemberLoads = MemberLoads(kModel.eloads);
NodalLoad[] rNodalLoads = NodalLoads(kModel.ploads);
MemberHinge[] rMemberHinges = MemberHinges(kModel.joints);
//Get active RFEM5 application
try
{
IModelData rData = RModel.GetModelData();
ILoads rLoads = RModel.GetLoads();
//Cleans the model and load data data
rData.PrepareModification();
rData.Clean();
rData.FinishModification();
rLoads.PrepareModification();
rLoads.Clean();
rLoads.FinishModification();
//Model elements
rData.PrepareModification();
rData.SetNodes(rNodes);
rData.SetNodalSupports(rSupports);
rData.SetMaterials(rMaterials);
rData.SetCrossSections(rCrossSections);
rData.SetMemberHinges(rMemberHinges);
rData.SetLines(rLines);
rData.SetMembers(rMembers);
rData.FinishModification();
//Load cases
rLoads.PrepareModification();
rLoads.SetLoadCases(lCases);
rLoads.FinishModification();
//Loads
setRFEMmemberLoads(rLoads, rMemberLoads);
setRFEMnodalLoads(rLoads, rNodalLoads);
}
catch (Exception ex)
{
MessageBox.Show(ex.Message, ex.Source, MessageBoxButtons.OK, MessageBoxIcon.Error);
}
}
}
private void duStuff(ILoads rLoads, double mult, int i, ref ErrorInfo[] err, ref ICalculation calc)
{
ILoadCase lCase = rLoads.GetLoadCase(1, ItemAt.AtNo);
AnalysisParameters param = new AnalysisParameters();
param.ModifyLoadingByFactor = true;
param.LoadingFactor = mult;
param.Method = AnalysisMethodType.SecondOrder;
//Loads
//lc.PrepareModification();
rLoads.PrepareModification();
try
{
lCase.SetAnalysisParameters(ref param);
}
finally
{
rLoads.FinishModification();
//lc.FinishModification();
lCase = null;
}
err = calc.Calculate(LoadingType.LoadCaseType, 1);
if (err.Length == 0)
{
IResults res = calc.GetResultsInFeNodes(LoadingType.LoadCaseType, 1);
MaximumResults max = res.GetMaximum();
Point3D point = max.Displacement;
double value = Math.Sqrt(Math.Pow(point.X, 2) + Math.Pow(point.Y, 2) + Math.Pow(point.Z, 2));
chart1.Series["deflection"].Points.AddXY(i, value);
}
}