/// <summary>
/// This is the method that actually does the work.
/// </summary>
/// <param name="DA">The DA object can be used to retrieve data from input parameters and
/// to store data in output parameters.</param>
protected override void SolveInstance(IGH_DataAccess DA, EvaluationUnit unit)
{
var run = false;
var ghNodes = new List <GH_RFEM>();
var ghLines = new List <GH_RFEM>();
var ghMembers = new List <GH_RFEM>();
var ghSfcs = new List <GH_RFEM>();
var ghOps = new List <GH_RFEM>();
var ghSupsP = new List <GH_RFEM>();
var ghSupsL = new List <GH_RFEM>();
var ghSupsS = new List <GH_RFEM>();
var ghMHs = new List <GH_RFEM>();
var ghLHs = new List <GH_RFEM>();
var ghCSs = new List <GH_RFEM>();
var ghMats = new List <GH_RFEM>();
var ghNodalLoads = new List <GH_RFEM>();
var ghLineLoads = new List <GH_RFEM>();
var ghMemberLoads = new List <GH_RFEM>();
var ghSurfaceLoads = new List <GH_RFEM>();
var ghPolyLoads = new List <GH_RFEM>();
var ghLoadCases = new List <GH_RFEM>();
var ghLoadCombos = new List <GH_RFEM>();
var ghResultCombos = new List <GH_RFEM>();
var modelName = "";
IModel model = null;
IModelData data = null;
ILoads loads = null;
var errorMsg = new List <string>();
DA.GetData(0, ref run);
if (run)
{
Component_SetData.ClearOutput(ref nodesNo, ref linesNo, ref membersNo, ref srfcNo, ref opNo, ref nodSupNo, ref lineSupNo, ref sfcSupNo,
ref memberHingeNo, ref lineHingeNo, ref croSecNo, ref matNo, ref nodalLoadNo, ref lineLoadNo, ref memberLoadNo, ref surfaceLoadNo,
ref polyLoadNo, ref loadcaseNo, ref loadcomboNo, ref resultcomboNo);
if (!DA.GetData(modelDataCount3 + 1, ref modelName))
{
Component_GetData.ConnectRFEM(ref model, ref data);
}
else
{
Component_GetData.ConnectRFEM(modelName, ref model, ref data);
}
try
{
// Set data
data.PrepareModification();
if (DA.GetDataList(12, ghMats))
{
data.SetRFMaterials(ghMats, ref matNo, ref errorMsg);
}
if (DA.GetDataList(11, ghCSs))
{
data.SetRFCroSecs(ghCSs, ref croSecNo, ref errorMsg);
}
if (DA.GetDataList(9, ghMHs))
{
data.SetRFMemberHinges(ghMHs, ref memberHingeNo, ref errorMsg);
}
if (DA.GetDataList(1, ghNodes))
{
data.SetRFNodes(ghNodes, ref nodesNo, ref errorMsg);
}
if (DA.GetDataList(2, ghLines))
{
data.SetRFLines(ghLines, ref linesNo, ref errorMsg);
}
if (DA.GetDataList(3, ghMembers))
{
data.SetRFMembers(ghMembers, ref membersNo, ref errorMsg);
}
if (DA.GetDataList(4, ghSfcs))
{
data.SetRFSurfaces(ghSfcs, ref srfcNo, ref errorMsg);
}
if (DA.GetDataList(5, ghOps))
{
data.SetRFOpenings(ghOps, ref opNo, ref errorMsg);
}
if (DA.GetDataList(6, ghSupsP))
{
data.SetRFSupportsP(ghSupsP, ref nodSupNo, ref errorMsg);
}
if (DA.GetDataList(7, ghSupsL))
{
data.SetRFSupportsL(ghSupsL, ref lineSupNo, ref errorMsg);
}
if (DA.GetDataList(8, ghSupsS))
{
data.SetRFSupportsS(ghSupsS, ref sfcSupNo, ref errorMsg);
}
if (DA.GetDataList(10, ghLHs))
{
data.SetRFLineHinges(ghLHs, ref lineHingeNo, ref errorMsg);
}
data.FinishModification();
// Set Load Cases and Combos
if (DA.GetDataList(modelDataCount2 + 1, ghLoadCases))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFLoadCases(loads, ghLoadCases, ref loadcaseNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount2 + 2, ghLoadCombos))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFLoadCombos(loads, ghLoadCombos, ref loadcomboNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount2 + 3, ghResultCombos))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFResultCombos(loads, ghResultCombos, ref resultcomboNo, ref errorMsg);
}
// Set Loads
if (DA.GetDataList(modelDataCount + 1, ghNodalLoads))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFNodalLoads(loads, ghNodalLoads, ref nodalLoadNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount + 2, ghLineLoads))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFLineLoads(loads, ghLineLoads, ref lineLoadNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount + 3, ghMemberLoads))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFMemberLoads(loads, ghMemberLoads, ref memberLoadNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount + 4, ghSurfaceLoads))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFSurfaceLoads(loads, ghSurfaceLoads, ref surfaceLoadNo, ref errorMsg);
}
if (DA.GetDataList(modelDataCount + 5, ghPolyLoads))
{
if (loads == null)
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
}
data.SetRFFreePolygonLoads(loads, ghPolyLoads, ref polyLoadNo, ref errorMsg);
}
}
catch (Exception ex)
{
Component_SetData.ClearOutput(ref nodesNo, ref linesNo, ref membersNo, ref srfcNo, ref opNo, ref nodSupNo, ref lineSupNo, ref sfcSupNo,
ref memberHingeNo, ref lineHingeNo, ref croSecNo, ref matNo, ref nodalLoadNo, ref lineLoadNo, ref memberLoadNo, ref surfaceLoadNo,
ref polyLoadNo, ref loadcaseNo, ref loadcomboNo, ref resultcomboNo);
Component_GetData.DisconnectRFEM(ref model, ref data);
throw ex;
}
Component_GetData.DisconnectRFEM(ref model, ref data);
}
// Assign Output
DA.SetDataList(0, nodesNo);
DA.SetDataList(1, linesNo);
DA.SetDataList(2, membersNo);
DA.SetDataList(3, srfcNo);
DA.SetDataList(4, opNo);
DA.SetDataList(5, nodSupNo);
DA.SetDataList(6, lineSupNo);
DA.SetDataList(7, sfcSupNo);
DA.SetDataList(8, memberHingeNo);
DA.SetDataList(9, lineHingeNo);
DA.SetDataList(10, croSecNo);
DA.SetDataList(11, matNo);
DA.SetDataList(12, nodalLoadNo);
DA.SetDataList(13, lineLoadNo);
DA.SetDataList(14, memberLoadNo);
DA.SetDataList(15, surfaceLoadNo);
DA.SetDataList(16, polyLoadNo);
DA.SetDataList(17, loadcaseNo);
DA.SetDataList(18, loadcomboNo);
DA.SetDataList(19, resultcomboNo);
if (errorMsg.Count != 0)
{
//errorMsg.Add("List item index may be one unit lower than object number");
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, String.Join(System.Environment.NewLine, errorMsg.ToArray()));
}
}
/// <summary>
/// This is the method that actually does the work.
/// </summary>
/// <param name="DA">The DA object can be used to retrieve data from input parameters and
/// to store data in output parameters.</param>
protected override void SolveInstance(IGH_DataAccess DA, EvaluationUnit unit)
{
var run = false;
var ghNodes = new List <GH_RFEM>();
var ghLines = new List <GH_RFEM>();
var ghMembers = new List <GH_RFEM>();
var ghSfcs = new List <GH_RFEM>();
var ghOps = new List <GH_RFEM>();
var ghSupsP = new List <GH_RFEM>();
var ghSupsL = new List <GH_RFEM>();
var ghLHs = new List <GH_RFEM>();
var ghCSs = new List <GH_RFEM>();
var ghMats = new List <GH_RFEM>();
var ghNodalLoads = new List <GH_RFEM>();
var modelName = "";
IModel model = null;
IModelData data = null;
ILoads loads = null;
DA.GetData(modelDataCount - 1, ref run);
if (run)
{
Component_SetData.ClearOutput(ref nodesNo, ref linesNo, ref membersNo, ref srfcNo, ref opNo, ref nodSupNo, ref lineSupNo,
ref lineHingeNo, ref croSecNo, ref matNo, ref nodalLoadNo);
if (!DA.GetData(modelDataCount + modelDataCount2, ref modelName))
{
Component_GetData.ConnectRFEM(ref model, ref data);
}
else
{
Component_GetData.ConnectRFEM(modelName, ref model, ref data);
}
try
{
// Set data
data.PrepareModification();
if (DA.GetDataList(9, ghMats))
{
data.SetRFMaterials(ghMats, ref matNo);
}
if (DA.GetDataList(8, ghCSs))
{
data.SetRFCroSecs(ghCSs, ref croSecNo);
}
if (DA.GetDataList(0, ghNodes))
{
data.SetRFNodes(ghNodes, ref nodesNo);
}
if (DA.GetDataList(1, ghLines))
{
data.SetRFLines(ghLines, ref linesNo);
}
if (DA.GetDataList(2, ghMembers))
{
data.SetRFMembers(ghMembers, ref membersNo);
}
if (DA.GetDataList(3, ghSfcs))
{
data.SetRFSurfaces(ghSfcs, ref srfcNo);
}
if (DA.GetDataList(4, ghOps))
{
data.SetRFOpenings(ghOps, ref opNo);
}
if (DA.GetDataList(5, ghSupsP))
{
data.SetRFSupportsP(ghSupsP, ref nodSupNo);
}
if (DA.GetDataList(6, ghSupsL))
{
data.SetRFSupportsL(ghSupsL, ref lineSupNo);
}
if (DA.GetDataList(7, ghLHs))
{
data.SetRFLineHinges(ghLHs, ref lineHingeNo);
}
data.FinishModification();
// Set Loads
if (DA.GetDataList(modelDataCount, ghNodalLoads))
{
Component_GetData.GetLoadsFromRFEM(model, ref loads);
data.SetRFNodalLoads(loads, ghNodalLoads, ref nodalLoadNo);
}
}
catch (Exception ex)
{
Component_SetData.ClearOutput(ref nodesNo, ref linesNo, ref membersNo, ref srfcNo, ref opNo, ref nodSupNo, ref lineSupNo,
ref lineHingeNo, ref croSecNo, ref matNo, ref nodalLoadNo);
Component_GetData.DisconnectRFEM(ref model, ref data);
throw ex;
}
Component_GetData.DisconnectRFEM(ref model, ref data);
}
// Assign Output
DA.SetDataList(0, nodesNo);
DA.SetDataList(1, linesNo);
DA.SetDataList(2, membersNo);
DA.SetDataList(3, srfcNo);
DA.SetDataList(4, opNo);
DA.SetDataList(5, nodSupNo);
DA.SetDataList(6, lineSupNo);
DA.SetDataList(7, lineHingeNo);
DA.SetDataList(8, croSecNo);
DA.SetDataList(9, matNo);
DA.SetDataList(10, nodalLoadNo);
}