public void GetResults()
{
RobotResultServer results = _structure.Results;
_displacementServer = results.Nodes.Displacements;
_caseServer = _structure.Cases;
_stressServer = _structure.Results.Bars.Stresses;
}
public static void Run_Analysis(bool First_calc, Model mdl)
{
int w = 0;
if (First_calc)
{
double temp;
robApp.Project.CalcEngine.Calculate();
displacement_results = robApp.Project.Structure.Results.Nodes.Displacements;
for (int i = mdl.init_node; i <= mdl.last_node; i++)
{
mdl.disp_z_cloth[w] = (float)displacement_results.Value(i, 1).UZ;
mdl.disp_x_cloth[w] = (float)displacement_results.Value(i, 1).UX;
mdl.disp_y_cloth[w] = (float)displacement_results.Value(i, 1).UY;
temp = displacement_results.Value(i, 1).UZ; //em metros
w++;
}
}
else
{
}
}
public void GetResults()
{
RobotResultServer results = _structure.Results;
_displacementServer = results.Nodes.Displacements;
_caseServer = _structure.Cases;
_stressServer = _structure.Results.Bars.Stresses;
}
