private void DesignBtn_Click(object sender, RoutedEventArgs e)
{
int bindex = 0;
foreach (var item in xbeams)
{
//clear all case and combo output selections:
int ret1 = mySapModel.MySapObjectModel.Results.Setup.DeselectAllCasesAndCombosForOutput();
//set case and combo output selections
int ret2 = mySapModel.MySapObjectModel.Results.Setup.SetComboSelectedForOutput(designComboComboBox.SelectedItem as string);
xbeams[bindex].FrameResults.Add(new SapFrameResult(mySapModel.MySapObjectModel, item.Label));
//add sections created:
xbeams[bindex].Sec.Add(B);
bindex++;
}
/*----------------------------------------------------------*/
//Design:
double fcu = Convert.ToDouble(fcutxtBox.Text);
double fy = Convert.ToDouble(fytxtBox.Text);
double fystr = Convert.ToDouble(fstirtxtBox.Text);
int nBranches = Convert.ToInt32(nBranchestxtBox.Text);
BeamDesign design = new BeamDesign(xbeams, fy, fystr, fcu, nBranches);
}
private void btn_oprn_report_Click(object sender, EventArgs e)
{
int r = -1;
if (dgv_beams.SelectedCells.Count == 0)
{
return;
}
List <int> list_rows = new List <int>();
int i = 0;
//for (i = 0; i < dgv_beams.SelectedCells.Count; i++)
//{
// list_rows.Add(dgv_beams.SelectedCells[i].RowIndex);
//}
bool fl = false;
for (i = 0; i < dgv_beams.RowCount; i++)
{
fl = (bool)dgv_beams[1, i].Value;
if (fl)
{
list_rows.Add(i);
}
}
list_rows.Sort();
string f = "";
List <string> list = new List <string>();
list.AddRange(BeamDesign.Get_Banner());
foreach (var item in list_rows)
{
r = item;
f = beamDes.Get_Report_File(r + 1);
if (File.Exists(f))
{
list.AddRange(File.ReadAllLines(f));
}
else
{
MessageBox.Show(this, string.Format("Design is not done for the selected Beam {0}.", dgv_beams[1, r].Value));
}
}
if (list.Count > 0)
{
File.WriteAllLines(beamDes.Report_File, list.ToArray());
f = beamDes.Report_File;
if (File.Exists(f))
{
frmASTRAReport.OpenReport(f, this);
}
else
{
MessageBox.Show(this, "Design is not done for the selected Beam(s).");
}
}
}
public static HndzFrameSingleBay3D AssembleSections(HndzFrameSingleBay3D Frame3d)
{
double Fy = 2.4;
double LUSupportedSap = 4.11;
double Kfactor = 2;
//==========================
double KfactorBeamEnd = 0.7;
double KfactorBeamStart = 0.65;
//=======================
double PurlinSpacing = Frame3d.PurlinSpacing / 1000;
//
foreach (HndzFrameSingleBay2D Frame in Frame3d.Frames2D)
{
//===========================
//=======================
//Has to Get it form an algorithm in sap
//Kfactor Needs to Be calculated from InterActrion Diagrams - 2 For worst Case
//What i want
// Analysis Result at start and and end
//Whats my Name ? Gecko
double BeamLength = Frame.LeftBeam.ExtrusionLine.RhinoLine.Length / 1000;
double ColumnHeight = Frame.LeftColumn.ExtrusionLine.RhinoLine.Length / 1000;
//=================
double Lbin = ColumnHeight;
double Lbout = ColumnHeight;
double LUnsupported = ColumnHeight * 100 / 2;
HndzAnalysisResults RColStartMax = Frame.LeftColumn.AnalysisResults[0];
HndzAnalysisResults RColMidMax = Frame.LeftColumn.AnalysisResults[1];
HndzAnalysisResults RColEndMax = Frame.LeftColumn.AnalysisResults[2];
HndzAnalysisResults RColStartMin = Frame.LeftColumn.AnalysisResults[3];
HndzAnalysisResults RColMidMin = Frame.LeftColumn.AnalysisResults[4];
HndzAnalysisResults RColEndMin = Frame.LeftColumn.AnalysisResults[5];
HndzAnalysisResults RBeamStartMax = Frame.LeftColumn.AnalysisResults[0];
HndzAnalysisResults RBeamMidMax = Frame.LeftColumn.AnalysisResults[1];
HndzAnalysisResults RBeamEndMax = Frame.LeftColumn.AnalysisResults[2];
HndzAnalysisResults RBeamStartMin = Frame.LeftColumn.AnalysisResults[3];
HndzAnalysisResults RBeamMidMin = Frame.LeftColumn.AnalysisResults[4];
HndzAnalysisResults RBeamEndMin = Frame.LeftColumn.AnalysisResults[5];
//=============================================
//HndzAnalysisResults RBeamEnd = Frame.LeftBeam.AnalysisResults[1];
//HndzAnalysisResults RBeamStart = Frame.LeftBeam.AnalysisResults[0];
//==================================
//station 0 = 0 ,3
//station 1 = 2 , 5
//============================
//foreach (HndzAnalysisResults RColEnd in Frame.LeftBeam.AnalysisResults)
//{
SectionI ColEstimated = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI ColEndMax = BeamColumnDesign.DesignEnd(ColEstimated.d, ColEstimated.t_w, ColEstimated.b_fTop, ColEstimated.t_fTop,
ColEstimated.b_fBot, ColEstimated.t_fBot, RColEndMax.Axial, RColStartMax.Moment3, RColEndMax.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI ColStartMax = CrossSectionCalulator.SectionTaperedColumn(ColEndMax);
ColStartMax = BeamColumnDesign.DesignStart(ColStartMax.d, ColStartMax.t_w, ColStartMax.b_fTop, ColStartMax.t_fTop, ColStartMax.b_fBot,
ColStartMax.t_fBot, RColStartMax.Axial, RColStartMax.Moment3, RColEndMax.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
ColStartMax = CrossSectionCalulator.PostProcessing(ColStartMax);
ColEndMax = CrossSectionCalulator.PostProcessing(ColEndMax);
//=======================================================
//HndzISectionProfile Start = new HndzISectionProfile(ColStartMax);
//HndzISectionProfile End = new HndzISectionProfile(ColEndMax);
//HndzITaperedProfile ColumnTaperedSectionMax = new HndzITaperedProfile(Start, End);
//======================================
SectionI ColEstimatedMin = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI ColEndMin = BeamColumnDesign.DesignEnd(ColEstimatedMin.d, ColEstimatedMin.t_w, ColEstimatedMin.b_fTop, ColEstimatedMin.t_fTop,
ColEstimatedMin.b_fBot, ColEstimatedMin.t_fBot, RColEndMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI ColStartMin = CrossSectionCalulator.SectionTaperedColumn(ColEndMin);
ColStartMin = BeamColumnDesign.DesignStart(ColStartMin.d, ColStartMin.t_w, ColStartMin.b_fTop, ColStartMin.t_fTop, ColStartMin.b_fBot,
ColStartMin.t_fBot, RColStartMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
ColStartMin = CrossSectionCalulator.PostProcessing(ColStartMin);
ColEndMin = CrossSectionCalulator.PostProcessing(ColEndMin);
//HndzISectionProfile StartMin = new HndzISectionProfile(ColStartMin);
//HndzISectionProfile EndMin = new HndzISectionProfile(ColEndMax);
//HndzITaperedProfile ColumnTaperedSectionMin = new HndzITaperedProfile(Start, End);
SectionI FinalSectionStartCol = CrossSectionCalulator.SectionCompare(ColStartMax, ColStartMin);
SectionI FinalSectionEndCol = CrossSectionCalulator.SectionCompare(ColEndMax, ColEndMin);
HndzISectionProfile ColStart = new HndzISectionProfile(FinalSectionStartCol);
HndzISectionProfile ColEnd = new HndzISectionProfile(FinalSectionEndCol);
HndzITaperedProfile ColumnTaperedSection = new HndzITaperedProfile(ColEnd, ColStart);
//==========================================
// }
//foreach (HndzAnalysisResults RBeamStart in Frame.LeftBeam.AnalysisResults)
//{
SectionI BeamEstimatedMax = CrossSectionCalulator.CalculateBeamSection(CrossSectionCalulator.SteelGrade.st37, BeamLength, RBeamStartMax.Axial, RBeamStartMax.Moment3);
SectionI BeamStartMax = BeamDesign.DesignStart(BeamEstimatedMax.d, BeamEstimatedMax.t_w, BeamEstimatedMax.b_fTop, BeamEstimatedMax.t_fTop,
BeamEstimatedMax.b_fBot, BeamEstimatedMax.t_fBot, RBeamStartMax.Axial, RBeamStartMax.Shear2, RBeamStartMax.Moment3, RBeamEndMax.Moment3, Fy, LUSupportedSap, KfactorBeamStart, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
SectionI BeamEndMAX = CrossSectionCalulator.SectionTaperedBeam(BeamStartMax);
BeamEndMAX = BeamDesign.DesignEnd(BeamEndMAX.d, BeamEndMAX.t_w, BeamEndMAX.b_fTop, BeamEndMAX.t_fTop,
BeamEndMAX.b_fBot, BeamEndMAX.t_fBot,
RBeamEndMax.Axial, RBeamEndMax.Shear2, RBeamStartMax.Moment3, RBeamEndMax.Moment3, Fy, PurlinSpacing, KfactorBeamEnd, BeamLength, PurlinSpacing, BeamDesign.SwayCondtion.PermitedToSway, BeamDesign.SteelGrade.st37, BeamDesign.LoadingType.Case2);
BeamStartMax = CrossSectionCalulator.PostProcessing(BeamStartMax);
BeamEndMAX = CrossSectionCalulator.PostProcessing(BeamEndMAX);
//HndzISectionProfile StartBeamMax = new HndzISectionProfile(BeamStartMax);
//HndzISectionProfile EndBeamMax = new HndzISectionProfile(BeamEndMAX);
//HndzITaperedProfile BeamTaperedSectionMax = new HndzITaperedProfile(StartBeamMax, EndBeamMax, new Rhino.Geometry.Vector2d(0, 1));
SectionI BeamEstimatedMin = CrossSectionCalulator.CalculateColumnSection(CrossSectionCalulator.SteelGrade.st37, ColumnHeight, RColStartMax.Axial, RColEndMax.Moment3);
SectionI BeamEndMin = BeamColumnDesign.DesignEnd(BeamEstimatedMin.d, BeamEstimatedMin.t_w, BeamEstimatedMin.b_fTop, BeamEstimatedMin.t_fTop,
BeamEstimatedMin.b_fBot, BeamEstimatedMin.t_fBot, RColEndMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy,
LUnsupported, Kfactor, Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway,
BeamColumnDesign.SteelGrade.st37, BeamColumnDesign.LoadingType.Case2);
SectionI BeamStartMin = CrossSectionCalulator.SectionTaperedColumn(BeamEndMin);
BeamStartMin = BeamColumnDesign.DesignStart(BeamStartMin.d, BeamStartMin.t_w, BeamStartMin.b_fTop, BeamStartMin.t_fTop, BeamStartMin.b_fBot,
BeamStartMin.t_fBot, RColStartMin.Axial, RColStartMin.Moment3, RColEndMin.Moment3, Fy, LUnsupported, Kfactor,
Lbin, Lbout, BeamColumnDesign.SwayCondtion.PermitedToSway, BeamColumnDesign.SteelGrade.st37,
BeamColumnDesign.LoadingType.Case2);
BeamStartMin = CrossSectionCalulator.PostProcessing(BeamStartMin);
BeamEndMin = CrossSectionCalulator.PostProcessing(BeamEndMin);
// HndzISectionProfile StartMinBeam = new HndzISectionProfile(BeamStartMin);
// HndzISectionProfile EndMinBeam = new HndzISectionProfile(BeamEndMin);
//HndzISectionProfile StartMinBeam = new HndzISectionProfile(BeamEndMin);
//HndzISectionProfile EndMinBeam = new HndzISectionProfile(BeamStartMin);
//HndzITaperedProfile BeamTaperedSectionMin = new HndzITaperedProfile(EndMinBeam,StartMinBeam,new Rhino.Geometry.Vector2d(0, 1));
SectionI FinalSectionStartBeam = CrossSectionCalulator.SectionCompare(BeamStartMax, BeamStartMin);
SectionI FinalSectionEndBeam = CrossSectionCalulator.SectionCompare(BeamEndMAX, BeamEndMin);
HndzISectionProfile BeamStart = new HndzISectionProfile(FinalSectionStartBeam);
HndzISectionProfile BeamEnd = new HndzISectionProfile(FinalSectionEndBeam);
HndzITaperedProfile BeamTaperedSection = new HndzITaperedProfile(BeamStart, BeamEnd, new Rhino.Geometry.Vector2d(0, 1));
//==========================================
//}
// Sections Assumbtions
//========================================
Frame.LeftColumn.Profile = ColumnTaperedSection;
Frame.RightColumn.Profile = ColumnTaperedSection;
Frame.LeftBeam.Profile = BeamTaperedSection;
Frame.RightBeam.Profile = BeamTaperedSection;
//SectionChannel AssumedCSection = new SectionChannel("Assumed hotRolled C Section", 180, 80, 10, 4);
//HndzISectionProfile bigProfile = new HndzISectionProfile(new SectionI("big", 1000 * 2, 500 * 2, 100 * 2, 50 * 2));
//HndzISectionProfile smallProfile = new HndzISectionProfile(new SectionI("small", 1000, 500, 100, 50));
}
return(Frame3d);
}
private void Btn_Design_Click(object sender, RoutedEventArgs e)
{//----------------Consider Revision
int[] secIndex = new int[GeometryEditorVM.GeometryEditor.GridData.Count];
for (int i = 0; i < GeometryEditorVM.GeometryEditor.GridData.Count; i++)
{
for (int j = 0; j < AnalysisMapping.SapSectionsArr.Length; j++)
{
if (GeometryEditorVM.GeometryEditor.GridData[i].SelectedSection.Width == AnalysisMapping.SapSectionsArr[j].B &&
GeometryEditorVM.GeometryEditor.GridData[i].SelectedSection.Depth == AnalysisMapping.SapSectionsArr[j].T)
{
secIndex[i] = j;
}
}
}
int bindex = 0;
foreach (var item in AnalysisMapping.xbeams)
{
//clear all case and combo output selections:
int ret1 = AnalysisMapping.mySapModel.MySapObjectModel.Results.Setup.DeselectAllCasesAndCombosForOutput();
//set case and combo output selections
int ret2 = AnalysisMapping.mySapModel.MySapObjectModel.Results.Setup.SetComboSelectedForOutput(DesignCombinationComboBox.SelectedItem as string);
AnalysisMapping.xbeams[bindex].FrameResults.Add(new SapFrameResult(AnalysisMapping.mySapModel.MySapObjectModel, item.Label));
//add sections created:
AnalysisMapping.xbeams[bindex].Sec.Add(AnalysisMapping.SapSectionsArr[secIndex[bindex]]);
bindex++;
}
/*----------------------------------------------------------*/
//Design:
double fcu = Convert.ToDouble(MaterialEditorVM.Material.Fcu);
double fy = Convert.ToDouble(MaterialEditorVM.Material.Fy);
double fystr = Convert.ToDouble(MaterialEditorVM.Material.FyStirrups);
int nBranches = Convert.ToInt32(MaterialEditorVM.Material.NoOfBranches);
BeamDesign design = new BeamDesign(AnalysisMapping.xbeams, fy, fystr, fcu, nBranches);
/* --------------------- ADD RFT --------------------- */
#region RFT Visualization
GeometryEngineRFT.Remove("RFT");
/*----------RFT Visualization---------*/
RFTCanvas.CalcSpanVals();
RFTCanvas.CalcComSpanVals(GeometryEditorVM.GeometryEditor.NumberOfSpans);
RFTCanvas.CalcThickness();
//Points /*--------the Order is Important-----------*/
RFTCanvas.ConstructTopStartPoints(20);
RFTCanvas.ConstructTopEndPoints(20);
RFTCanvas.ConstructBotStartPoints(20);
RFTCanvas.ConstructBotEndPoints(20);
//Lines
RFTCanvas.ConstructTopLines(GeometryEngineRFT.GCanvas, GeometryEngineRFT);
RFTCanvas.ConstructBotLines(GeometryEngineRFT.GCanvas, GeometryEngineRFT);
RFTCanvas.ConstructColLines(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//RFT Lines
RFTCanvas.BotRFT(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
RFTCanvas.TopRFT(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//Stirrups
RFTCanvas.LeftSecStirrups(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
RFTCanvas.RightSecStirrups(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
#region Text Trial
//TxtRFTCanvas.CalcSpanVals();
//TxtRFTCanvas.CalcComSpanVals();
////TxtRFTCanvas.CreateBottomRFTTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//TxtRFTCanvas.CreateTopRFTTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
#endregion
GeometryEngineRFT.Render("RFT");
#endregion
/* --------------------- ADD TEXT --------------------- */
#region Text RFTCanvas
GeometryEngineRFT.Remove("Text");
TxtRFTCanvas.CalcSpanVals();
TxtRFTCanvas.CalcComSpanVals();
//Bottom RFT
TxtRFTCanvas.GetnRebarBotArr(AnalysisMapping.xbeams);
TxtRFTCanvas.GetChosenDiameterArr(AnalysisMapping.xbeams);
TxtRFTCanvas.CreateBottomRFTTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//Top RFT
TxtRFTCanvas.GetnRebarTopSupportArr(AnalysisMapping.xbeams);
TxtRFTCanvas.GetChosenDiameterTopSupportArr(AnalysisMapping.xbeams);
TxtRFTCanvas.CreateTopRFTTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//Stirrups Left
TxtRFTCanvas.GetSpacingLeftArr(AnalysisMapping.xbeams);
TxtRFTCanvas.GetSpacingLeftArrIndexes(AnalysisMapping.xbeams);
TxtRFTCanvas.StirrupLeftTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
//Stirrups Right
TxtRFTCanvas.GetSpacingRightArr(AnalysisMapping.xbeams);
TxtRFTCanvas.GetSpacingRightArrIndexes(AnalysisMapping.xbeams);
TxtRFTCanvas.StirrupRightTxt(GeometryEngineRFT.GCanvas, GeometryEngineRFT, 20);
GeometryEngineRFT.Render("Text");
#endregion
}
