public void CopyData()
{
button1.Text = "Loading...";
//this.WindowState = FormWindowState.Minimized;
RobotApplication robapp = new RobotApplication();
//-------------------------------------
//Load Cases
IRobotCaseCollection robotCaseCollection = robapp.Project.Structure.Cases.GetAll();
int loadCase = 0;
int FindCase(string casename)
{
int number = 1;
IRobotCase robotCase = robapp.Project.Structure.Cases.Get(1);
for (int i = 0; i < robotCaseCollection.Count; i++)
{
robotCase = robapp.Project.Structure.Cases.Get(i);
if (robotCase != null)
{
if (robotCase.Name == casename)
{
number = i;
break;
}
}
}
loadCase = number;
return(number);
}
//-------------------------------------
//Get Number of Bars Selected
RobotSelection barSel = robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_BAR);
//Get All Load Cases
RobotSelection casSel = robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_CASE);
//Get Bar and Node Data
IRobotBarServer robotBarServer = robapp.Project.Structure.Bars;
IRobotNodeServer inds = robapp.Project.Structure.Nodes;
//Get a List of the bars and Setup bar information Struct
int[] barSelArray = new int[barSel.Count];
BeamDataStruct[] beamData = new BeamDataStruct[barSelArray.Length];
for (int i = 1; i < barSel.Count + 1; i++)
{
//Setup bar no. array
barSelArray[i - 1] = barSel.Get(i);
//Get node information from bar data
IRobotBar bar = (IRobotBar)robotBarServer.Get(barSelArray[i - 1]);
int startNodeNo = bar.StartNode;
int endNodeNo = bar.EndNode;
IRobotNode startNode = (IRobotNode)inds.Get(startNodeNo);
IRobotNode endNode = (IRobotNode)inds.Get(endNodeNo);
//If a Beam, Skip
if (startNode.Z == endNode.Z)
{
continue;
}
//Which is highest node
IRobotNode node = (startNode.Z > endNode.Z) ? startNode : endNode;
//Populate beam data from node and bar data.
beamData[i - 1].barNo = barSelArray[i - 1];
beamData[i - 1].section = bar.GetLabel(IRobotLabelType.I_LT_BAR_SECTION).Name.ToString();
beamData[i - 1].x = node.X;
beamData[i - 1].y = node.Y;
beamData[i - 1].z = node.Z;
beamData[i - 1].height = bar.Length;
beamData[i - 1].concreteStrength = bar.GetLabel(IRobotLabelType.I_LT_MATERIAL).Name.ToString();
//textBox2.AppendText(beamData[i - 1].barNo.ToString() + "\t : " + beamData[i - 1].section.ToString() + "\t : " +
// beamData[i - 1].x.ToString("F3") + "\t : " + beamData[i - 1].y.ToString("F3") + "\t : " + beamData[i - 1].z.ToString("F3") + "\r\n");
}
textBox2.AppendText("\r\nSorting\r\n");
beamData = beamData.OrderBy(x => x.z).ToArray();
beamData = beamData.OrderBy(x => x.y).ToArray();
beamData = beamData.OrderBy(x => x.x).ToArray();
int group = 1;
int posInGroup = 0;
for (int i = 0; i < beamData.Length; i++)
{
posInGroup = 0;
for (int j = 0; j < beamData.Length; j++)
{
if (beamData[i].x - beamData[j].x < 0.0001 && beamData[i].y - beamData[j].y < 0.0001 && beamData[i].barNo != beamData[j].barNo)
{
if (beamData[j].group != 0)
{
beamData[i].group = beamData[j].group;
for (int k = 0; k < beamData.Length; k++)
{
if (beamData[i].group == beamData[k].group && beamData[i].barNo != beamData[k].barNo)
{
posInGroup++;
}
}
beamData[i].posInGroup = posInGroup;
}
else
{
beamData[i].group = group;
group++;
}
break;
}
}
}
//Estimate Calculation time
void QueryResults()
{
//RobotExtremeParams robotExtremeParams = robapp.CmpntFactory.Create(IRobotComponentType.I_CT_EXTREME_PARAMS);
robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_CASE).FromText(FindCase(listBox1.SelectedItem.ToString()).ToString());
//robotExtremeParams.Selection.Set(IRobotObjectType.I_OT_CASE, casSel);
//IRobotBarForceServer robotBarResultServer = robapp.Project.Structure.Results.Bars.Forces;
for (int i = 0; i < beamData.Length; i++)
{
robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_BAR).FromText(beamData[i].barNo.ToString());
//robotExtremeParams.Selection.Set(IRobotObjectType.I_OT_BAR, barSel);
IRobotResultQueryReturnType res = new IRobotResultQueryReturnType();
RobotResultQueryParams queryParams = new RobotResultQueryParams();
RobotResultRowSet resultRowSet = new RobotResultRowSet();
queryParams = robapp.CmpntFactory.Create(IRobotComponentType.I_CT_RESULT_QUERY_PARAMS);
queryParams.Selection.Set(IRobotObjectType.I_OT_BAR, barSel);
queryParams.Selection.Set(IRobotObjectType.I_OT_CASE, casSel);
//queryParams.SetParam(IRobotResultParamType.I_RPT_BAR, );
queryParams.ResultIds.SetSize(3);
queryParams.ResultIds.Set(1, 167);
queryParams.ResultIds.Set(2, 168);
queryParams.ResultIds.Set(3, 169);
res = robapp.Project.Structure.Results.Query(queryParams, resultRowSet);
textBox2.AppendText(resultRowSet.CurrentRow.GetValue(resultRowSet.ResultIds.Get(2)).ToString());
}
}
void CalculateResults()
{
textBox2.AppendText($"\r\nStarting calculation: {DateTime.Now.ToString("h:mm:ss tt")}");
RobotExtremeParams robotExtremeParams = robapp.CmpntFactory.Create(IRobotComponentType.I_CT_EXTREME_PARAMS);
robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_CASE).FromText(FindCase(listBox1.SelectedItem.ToString()).ToString());
robotExtremeParams.Selection.Set(IRobotObjectType.I_OT_CASE, casSel);
IRobotBarForceServer robotBarResultServer = robapp.Project.Structure.Results.Bars.Forces;
int total = beamData.Length;
bool firstLoop = true;
for (int i = 0; i < beamData.Length; i++)
{
DateTime startTime = DateTime.Now;
textBox2.AppendText($"\r\nStart Calculation {i + 1} / {total} before bar selection: {DateTime.Now.ToString("h:mm:ss tt")}");
robapp.Project.Structure.Selections.Get(IRobotObjectType.I_OT_BAR).FromText(beamData[i].barNo.ToString());
robotExtremeParams.Selection.Set(IRobotObjectType.I_OT_BAR, barSel);
//MZ
robotExtremeParams.ValueType = IRobotExtremeValueType.I_EVT_FORCE_BAR_MZ;
if (Math.Abs(robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).Value) > Math.Abs(robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).Value))
{
beamData[i].mZForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].mZForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 0);
}
else
{
beamData[i].mZForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].mZForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 0);
}
if (Math.Abs(beamData[i].mZForceServer.MZ) > Math.Abs(beamData[i].mZForceServerbtm.MZ))
{
//do nothing
}
else
{
IRobotBarForceData holder = beamData[i].mZForceServer;
beamData[i].mZForceServer = beamData[i].mZForceServerbtm;
beamData[i].mZForceServerbtm = holder;
}
//MY
robotExtremeParams.ValueType = IRobotExtremeValueType.I_EVT_FORCE_BAR_MY;
if (Math.Abs(robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).Value) > Math.Abs(robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).Value))
{
beamData[i].mYForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].mYForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 0);
}
else
{
beamData[i].mYForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].mYForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 0);
}
if (Math.Abs(beamData[i].mYForceServer.MY) > Math.Abs(beamData[i].mYForceServerbtm.MY))
{
//do nothing
}
else
{
IRobotBarForceData holder = beamData[i].mYForceServer;
beamData[i].mYForceServer = beamData[i].mYForceServerbtm;
beamData[i].mYForceServerbtm = holder;
}
//FX
robotExtremeParams.ValueType = IRobotExtremeValueType.I_EVT_FORCE_BAR_FX;
if (Math.Abs(robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).Value) > Math.Abs(robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).Value))
{
beamData[i].fXForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].fXForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MaxValue(robotExtremeParams).CaseCmpnt, 0);
}
else
{
beamData[i].fXForceServer = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 1);
beamData[i].fXForceServerbtm = robotBarResultServer.ValueEx(beamData[i].barNo, loadCase, robapp.Project.Structure.Results.Extremes.MinValue(robotExtremeParams).CaseCmpnt, 0);
}
double totalTime = (DateTime.Now - startTime).TotalSeconds;
textBox2.AppendText($"\r\nEnd Calculation {i + 1} / {total} {DateTime.Now.ToString("h:mm:ss tt")} \r\nTime taken: {totalTime}");
if (Math.Abs(beamData[i].fXForceServer.FX) > Math.Abs(beamData[i].fXForceServerbtm.FX))
{
//do nothing
}
else
{
IRobotBarForceData holder = beamData[i].fXForceServer;
beamData[i].fXForceServer = beamData[i].fXForceServerbtm;
beamData[i].fXForceServerbtm = holder;
}
if (firstLoop)
{
textBox2.AppendText($"\r\nEstimated finish time: {DateTime.Now.AddSeconds(total * totalTime).ToString("h:mm:ss tt")}");
firstLoop = false;
}
}
}
int maxCol = 1;
void WriteResults()
{
int column = 1;
int currentGroup = 0;
for (int i = 0; i < beamData.Length; i++)
{
if (beamData[i].group == currentGroup)
{
column = beamData[i].posInGroup;
if (column >= maxCol)
{
maxCol = column;
}
}
else
{
currentGroup++;
column = 0;
}
int row = currentGroup + 2;
int columnPos = beamData[i].posInGroup + 1;
WriteCell(row, 0, columnPos.ToString());
WriteCell(row, 1 + 22 * column, beamData[i].section.ToString());
WriteCell(row, 2 + 22 * column, beamData[i].barNo.ToString());
WriteCell(row, 3 + 22 * column, beamData[i].concreteStrength.ToString());
WriteCell(row, 4 + 22 * column, beamData[i].group.ToString());
WriteCell(row, 5 + 22 * column, beamData[i].posInGroup.ToString());
WriteCell(row, 6 + 22 * column, beamData[i].height.ToString());
WriteCell(row, 7 + 22 * column, (beamData[i].fXForceServer.FX / 1000).ToString());
WriteCell(row, 8 + 22 * column, (beamData[i].fXForceServer.MY / 1000).ToString());
WriteCell(row, 9 + 22 * column, (beamData[i].fXForceServer.MZ / 1000).ToString());
WriteCell(row, 10 + 22 * column, (beamData[i].fXForceServerbtm.MY / 1000).ToString());
WriteCell(row, 11 + 22 * column, (beamData[i].fXForceServerbtm.MZ / 1000).ToString());
WriteCell(row, 12 + 22 * column, (beamData[i].mZForceServer.FX / 1000).ToString());
WriteCell(row, 13 + 22 * column, (beamData[i].mZForceServer.MY / 1000).ToString());
WriteCell(row, 14 + 22 * column, (beamData[i].mZForceServer.MZ / 1000).ToString());
WriteCell(row, 15 + 22 * column, (beamData[i].mZForceServerbtm.MY / 1000).ToString());
WriteCell(row, 16 + 22 * column, (beamData[i].mZForceServerbtm.MZ / 1000).ToString());
WriteCell(row, 17 + 22 * column, (beamData[i].mYForceServer.FX / 1000).ToString());
WriteCell(row, 18 + 22 * column, (beamData[i].mYForceServer.MY / 1000).ToString());
WriteCell(row, 19 + 22 * column, (beamData[i].mYForceServer.MZ / 1000).ToString());
WriteCell(row, 20 + 22 * column, (beamData[i].mYForceServerbtm.MY / 1000).ToString());
WriteCell(row, 21 + 22 * column, (beamData[i].mYForceServerbtm.MZ / 1000).ToString());
}
WriteCell(0, 0, currentGroup.ToString());
}
void PopulateHeaders()
{
for (int i = 0; i <= maxCol; i++)
{
//Headers
WriteCell(1, 1 + 22 * i, "Cross Section");
WriteCell(1, 2 + 22 * i, "Bar No.");
WriteCell(1, 3 + 22 * i, "Concrete Strength");
WriteCell(1, 4 + 22 * i, "Group");
WriteCell(1, 5 + 22 * i, "Pos In Group");
WriteCell(1, 6 + 22 * i, "Length");
//FZ Max
WriteCell(1, 7 + 22 * i, "Fx (Max) [kN]");
WriteCell(1, 8 + 22 * i, "My (Top) [kNm]");
WriteCell(1, 9 + 22 * i, "Mz (Top) [kNm]");
WriteCell(1, 10 + 22 * i, "My (Btm) [kNm]");
WriteCell(1, 11 + 22 * i, "Mz (Btm) [kNm]");
//MX Max
WriteCell(1, 12 + 22 * i, "Fx (Max) [kN]");
WriteCell(1, 13 + 22 * i, "My (Top) [kNm]");
WriteCell(1, 14 + 22 * i, "Mz (Top) [kNm]");
WriteCell(1, 15 + 22 * i, "My (Btm) [kNm]");
WriteCell(1, 16 + 22 * i, "Mz (Btm) [kNm]");
//MY Max
WriteCell(1, 17 + 22 * i, "Fx (Max) [kN])");
WriteCell(1, 18 + 22 * i, "My (Top) [kNm]");
WriteCell(1, 19 + 22 * i, "Mz (Top) [kNm]");
WriteCell(1, 20 + 22 * i, "My (Btm) [kNm]");
WriteCell(1, 21 + 22 * i, "Mz (Btm) [kNm]");
//Headers
WriteCell(0, 9 + 22 * i, "Fx (Max)");
WriteCell(0, 14 + 22 * i, "Mz (Max)");
WriteCell(0, 19 + 22 * i, "My (Max)");
}
}
WriteData();
CalculateResults();
WriteResults();
PopulateHeaders();
SaveExcel();
CloseExcel();
button1.Text = "Start";
textBox2.AppendText("\r\nDone, view your documents for the file named 'Results for bars ~date~', you may close this window or select more columns and press 'Start'.");
robapp = null;
this.WindowState = FormWindowState.Normal;
}
public async Task QueryResultsAndNodeCoord(string plates,
IProgress <ProgressModelObject <double> > progress,
CancellationToken ct)
{
IRobotResultQueryReturnType Res;
var selecPlate = str.Selections.Create(IRobotObjectType.I_OT_PANEL);
selecPlate.FromText(plates);
RobotResultQueryParams parm = new RobotResultQueryParams();
parm.Selection.Set(IRobotObjectType.I_OT_PANEL, selecPlate);
parm.SetParam(IRobotResultParamType.I_RPT_ELEMENT, 11);
parm.SetParam(IRobotResultParamType.I_RPT_NODE, 3);
parm.SetParam(IRobotResultParamType.I_RPT_PANEL, 2);
parm.SetParam(IRobotResultParamType.I_RPT_RESULT_POINT_COORDINATES, 31);
parm.ResultIds.SetSize(8);
parm.ResultIds.Set(1, (int)T_DATA_TYPES.T_FERA_NOD_LONG_UP);
parm.ResultIds.Set(2, (int)T_DATA_TYPES.T_FERA_NOD_TRAN_UP);
parm.ResultIds.Set(3, (int)T_DATA_TYPES.T_FERA_NOD_LONG_DOWN);
parm.ResultIds.Set(4, (int)T_DATA_TYPES.T_FERA_NOD_TRAN_DOWN);
parm.ResultIds.Set(5, (int)T_DATA_TYPES.T_NODE_COORD_CART_X);
parm.ResultIds.Set(6, (int)T_DATA_TYPES.T_NODE_COORD_CART_Y);
parm.ResultIds.Set(7, (int)T_DATA_TYPES.T_NODE_COORD_CART_Z);
var t = new RSATableQueryingResult();
Panel = await t.ReadFromTableAsync(plates.ToIntArrayFromRobotStringSelection(), progress, ct);
if (Panel.Count == 0)
{
throw new SlabNotCalculatedExpetation("None of selected slabs are meshed and calculated");
}
RobotResultRowSet RobResRowSet = new RobotResultRowSet();
Res = robot.Project.Structure.Results.Query(parm, RobResRowSet);
bool ok;
int i = 0;
ok = RobResRowSet.MoveFirst();
progress.Report(new ProgressModelObject <double>
{
ProgressToString = "Getting reinforcements and node coordinations", Progress = 9 * 10
});
while (ok)
{
///geting slab number
int p = (int)RobResRowSet.CurrentRow.GetParam(IRobotResultParamType.I_RPT_PANEL);
///if already got in error list
if (ErrorList.Any(g => g.Contains($"number {p} isn't")))
{
goto ExitPlate;
}
var nodeId = (int)RobResRowSet.CurrentRow.GetParam(IRobotResultParamType.I_RPT_NODE);
//var eeId = (int)RobResRowSet.CurrentRow.GetParam(IRobotResultParamType.I_RPT_ELEMENT);
for (int x = 0; x < Panel.Count; x++)
{
for (int y = 0; y < Panel[x].nodes.Count; y++)
{
if (Panel[x].nodes[y].NodeId == nodeId)
{
///check if there is result for slab
if (!RobResRowSet.CurrentRow.IsAvailable(RobResRowSet.ResultIds.Get(3)))
{
ErrorList.Add($"Slabs with number {p} isn't calculated for reinforcement");
goto ExitPlate;
}
Panel[x].nodes[y].AX_BOTTOM = Math.Round((double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(3)) * 10000, 3);
Panel[x].nodes[y].AY_BOTTOM = Math.Round((double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(4)) * 10000, 3);
Panel[x].nodes[y].AX_TOP = Math.Round((double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(1)) * 10000, 3);
Panel[x].nodes[y].AY_TOP = Math.Round((double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(2)) * 10000, 3);
Panel[x].nodes[y].X = (double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(5));
Panel[x].nodes[y].Y = (double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(6));
Panel[x].nodes[y].Z = (double)RobResRowSet.CurrentRow.GetValue(RobResRowSet.ResultIds.Get(7));
}
}
}
ExitPlate:
i++;
ok = RobResRowSet.MoveNext();
}
if (ErrorList.Count == ObjNumbers.Length)
{
throw new SlabNotCalculatedForReinfException
("None of selected slabs are calculated for reinforcement");
}
progress.Report(new ProgressModelObject <double>
{
ProgressToString = "Done collectiong done!", Progress = 10 * 10
});
IsDataCollected = true;
}
/// <summary>
/// Gets the FE meshes from a Robot model using the fast query method
/// </summary>
/// <param name="panel_ids"></param>
/// <param name="coords"></param>
/// <param name="vertex_indices"></param>
/// <param name="str_nodes"></param>
/// <param name="filePath"></param>
/// <returns></returns>
public static bool GetFEMeshQuery(out int[] panel_ids, out double[][] coords, out Dictionary <int, int[]> vertex_indices, string filePath = "LiveLink")
{
RobotApplication robot = null;
if (filePath == "LiveLink")
{
robot = new RobotApplication();
}
//First call getnodesquery to get node points
double[][] nodeCoords = null;
//Dictionary<int, BHoM.Structural.Node> _str_nodes = new Dictionary<int, BHoM.Structural.Node>();
//RobotToolkit.Node.GetNodesQuery(project, filePath);
//Dictionary<int, int> _nodeIds = new Dictionary<int, int>();
//for (int i = 0; i < _str_nodes.Count; i++)
//{
// _nodeIds.Add(_str_nodes.ElementAt(i).Value.Number, i);
//}
RobotResultQueryParams result_params = (RobotResultQueryParams)robot.Kernel.CmpntFactory.Create(IRobotComponentType.I_CT_RESULT_QUERY_PARAMS);
RobotStructure rstructure = robot.Project.Structure;
RobotSelection FE_sel = rstructure.Selections.CreateFull(IRobotObjectType.I_OT_FINITE_ELEMENT);
IRobotResultQueryReturnType query_return = IRobotResultQueryReturnType.I_RQRT_MORE_AVAILABLE;
RobotSelection cas_sel = rstructure.Selections.Create(IRobotObjectType.I_OT_CASE);
try { cas_sel.FromText(robot.Project.Structure.Cases.Get(1).Number.ToString()); } catch { }
if (cas_sel.Count > 0)
{
result_params.Selection.Set(IRobotObjectType.I_OT_CASE, cas_sel);
}
//result_params.Selection.Set(IRobotObjectType.I_OT_NODE, FE_sel);
result_params.SetParam(IRobotResultParamType.I_RPT_MULTI_THREADS, true);
result_params.SetParam(IRobotResultParamType.I_RPT_THREAD_COUNT, 4);
result_params.SetParam(IRobotResultParamType.I_RPT_SMOOTHING, IRobotFeResultSmoothing.I_FRS_NO_SMOOTHING);
result_params.SetParam(IRobotResultParamType.I_RPT_DIR_X_DEFTYPE, IRobotObjLocalXDirDefinitionType.I_OLXDDT_CARTESIAN);
result_params.SetParam(IRobotResultParamType.I_RPT_DIR_X, new double[] { 1, 0, 0 });
result_params.SetParam(IRobotResultParamType.I_RPT_NODE, 1);
result_params.SetParam(IRobotResultParamType.I_RPT_PANEL, 1);
result_params.SetParam(IRobotResultParamType.I_RPT_ELEMENT, 1);
result_params.SetParam(IRobotResultParamType.I_RPT_RESULT_POINT_COORDINATES, 1);
result_params.ResultIds.SetSize(2);
result_params.ResultIds.Set(1, (int)IRobotFeResultType.I_FRT_DETAILED_MXX);
result_params.ResultIds.Set(2, (int)IRobotFeResultType.I_FRT_DETAILED_MYY);
RobotResultRowSet row_set = new RobotResultRowSet();
bool ok = false;
RobotResultRow result_row = default(RobotResultRow);
List <int> _panel_ids = new List <int>();
Dictionary <int, int[]> _vertex_indices = new Dictionary <int, int[]>();
int kounta = 0;
while (!(query_return == IRobotResultQueryReturnType.I_RQRT_DONE))
{
query_return = rstructure.Results.Query(result_params, row_set);
ok = row_set.MoveFirst();
while (ok)
{
//int panel_num = (int)row_set.CurrentRow.GetValue(1252);
//_panel_ids.Add(panel_num);
int nodeId = (int)row_set.CurrentRow.GetParam(IRobotResultParamType.I_RPT_NODE);
//int panelId = (int)row_set.CurrentRow.GetParam(IRobotResultParamType.I_RPT_PANEL);
int elementId = (int)row_set.CurrentRow.GetParam(IRobotResultParamType.I_RPT_ELEMENT);
//int number_of_indices = (row_set.CurrentRow.IsAvailable(567)) ? 4 : 3;
//int[] temp_indices = new int[number_of_indices];
//for (int i = 0; i < number_of_indices; i++)
//{
// temp_indices[i] = (int)row_set.CurrentRow.GetValue(564 + i);
//}
var resultIds = row_set.ResultIds;
var xxxx = row_set.CurrentRow.GetParam(IRobotResultParamType.I_RPT_RESULT_POINT_COORDINATES);
//_vertex_indices.Add(kounta, temp_indices);
//kounta++;
ok = row_set.MoveNext();
}
row_set.Clear();
}
result_params.Reset();
panel_ids = _panel_ids.ToArray();
vertex_indices = _vertex_indices;
coords = nodeCoords;
//str_nodes = _str_nodes;
return(true);
}