private vdPolyline CreatePolylineFromPoints(List <PointData> points)
{
vdPolyline pl = new vdPolyline();
pl.SetUnRegisterDocument(vDraw.ActiveDocument);
pl.setDocumentDefaults();
pl.VertexList = Tools.GetVertexesFromPoints(points);
vDraw.ActiveDocument.ActiveLayOut.Entities.Add(pl);
return(pl);
}
private void AddGridPolyline()
{
if (Grids == null)
{
return;
}
foreach (var grid in Grids)
{
vdPolyline pl = new vdPolyline();
pl.SetUnRegisterDocument(vDraw.ActiveDocument);
pl.setDocumentDefaults();
pl.VertexList = Tools.GetVertexesFromCurves(grid.Curves);
vDraw.ActiveDocument.ActiveLayOut.Entities.Add(pl);
SetEntityLayer(pl, _gGridLayerName);
AddXPropertiesToEntity(grid.Properties, pl);
AddGridText(pl.getStartPoint(), grid.Name, grid);
AddGridText(pl.getEndPoint(), grid.Name, grid);
}
}
public static void CmdPipe3DFromText(vdDocument doc, string txtFileName)
{
Color pipeColor = Color.Green;
double pipeSize = 100.0d;
vdLayer pipeLay = new vdLayer();
pipeLay.Name = "Pipes";
pipeLay.SetUnRegisterDocument(doc);
pipeLay.setDocumentDefaults();
doc.Layers.AddItem(pipeLay);
doc.ActiveLayer = pipeLay;
vdLayer nodeBallLay = new vdLayer();
nodeBallLay.Name = "NodalData";
nodeBallLay.SetUnRegisterDocument(doc);
nodeBallLay.setDocumentDefaults();
doc.Layers.AddItem(nodeBallLay);
nodeBallLay.PenColor = new vdColor(Color.Red);
string fName = txtFileName;
ReadPipes(fName);
HEADSNeed.DisNet.frmDrawPipe fdp = new HEADSNeed.DisNet.frmDrawPipe();
if (fdp.ShowDialog() == DialogResult.OK)
{
pipeColor = fdp.PipeColor;
pipeSize = fdp.PipeSize;
//doc.ActiveLayer.PenColor = new vdColor(pipeColor);
pipeLay.PenColor = new vdColor(pipeColor);
}
else
{
return;
}
for (int i = 0; i < lstPipe.Count; i++)
{
try
{
DisNetPipe dnPipe = lstPipe[i];
vdCircle cir = new vdCircle();
cir.Center = dnPipe.StartPoint;
cir.Radius = dnPipe.Diameter * pipeSize;
//cir.Radius = dnPipe.Diameter;
cir.ExtrusionVector = Vector.CreateExtrusion(dnPipe.StartPoint, dnPipe.EndPoint);
cir.SetUnRegisterDocument(doc);
cir.setDocumentDefaults();
cir.Layer = pipeLay;
doc.ActionLayout.Entities.AddItem(cir);
cir.Thickness = dnPipe.Length;
//cir.PenColor = new vdColor(cl);
doc.CommandAction.CmdSphere(dnPipe.EndPoint, cir.Radius, 10, 10);
doc.ActiveLayer = nodeBallLay;
doc.CommandAction.CmdSphere(dnPipe.EndPoint, cir.Radius + 5.0d, 15, 10);
doc.ActiveLayer = pipeLay;
doc.CommandAction.Zoom("E", 100, 100);
if (i == 0)
{
vdPolyline pline = new vdPolyline();
pline.VertexList.Add(new gPoint(cir.Center.x - 35.0d, cir.Center.y + 25.0d, cir.Center.z));
pline.VertexList.Add(new gPoint(cir.Center.x - 35.0d, cir.Center.y, cir.Center.z));
pline.VertexList.Add(new gPoint(cir.Center.x + 35.0d, cir.Center.y, cir.Center.z));
pline.VertexList.Add(new gPoint(cir.Center.x + 35.0d, cir.Center.y + 25.0d, cir.Center.z));
pline.SetUnRegisterDocument(doc);
pline.setDocumentDefaults();
pline.PenColor = new vdColor(Color.LightPink);
pline.PenWidth = 2.0d;
doc.ActionLayout.Entities.AddItem(pline);
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(doc);
ln.setDocumentDefaults();
ln.StartPoint = (pline.VertexList[0] + pline.VertexList[1]) / 2;
ln.EndPoint = (pline.VertexList[2] + pline.VertexList[3]) / 2;
ln.PenColor = new vdColor(Color.LightPink);
ln.PenWidth = 2.0d;
doc.ActionLayout.Entities.AddItem(ln);
vdText tx = new vdText();
tx.SetUnRegisterDocument(doc);
tx.setDocumentDefaults();
tx.InsertionPoint = new gPoint(ln.StartPoint.x + 2.0d, ln.StartPoint.y + 3.0d, ln.StartPoint.z);
tx.TextString = "SOURCE";
tx.PenColor = new vdColor(Color.LightPink);
tx.Height = 10.0d;
doc.ActionLayout.Entities.AddItem(tx);
}
//doc.Redraw(true);
}
catch (Exception exx)
{
}
}
doc.RenderMode = vdRender.Mode.Wire2dGdiPlus;
doc.CommandAction.RegenAll();
doc.Redraw(true);
}
public void DrawEnvelop(vdDocument doc)
{
if (Members == null)
{
Set_Members();
}
vdLayer elementLay = new vdLayer();
elementLay.Name = "ENVELOPE";
elementLay.SetUnRegisterDocument(doc);
elementLay.setDocumentDefaults();
elementLay.PenColor = new vdColor(Color.DarkGreen);
doc.Layers.AddItem(elementLay);
doc.Palette.Background = Color.White;
VectorDraw.Professional.vdFigures.vdPolyline one3dface = new vdPolyline();
vdLine ln = null;
vdMText mtxt = null;
one3dface.SetUnRegisterDocument(doc);
one3dface.setDocumentDefaults();
VectorDraw.Geometry.gPoint gp = new VectorDraw.Geometry.gPoint();
for (var item = 0; item < Members.Count; item++)
{
ln = new vdLine();
ln.SetUnRegisterDocument(doc);
ln.setDocumentDefaults();
mtxt = new vdMText();
mtxt.SetUnRegisterDocument(doc);
mtxt.setDocumentDefaults();
mtxt.HorJustify = VdConstHorJust.VdTextHorCenter;
mtxt.Height = 0.3;
mtxt.TextString = Forces[item].ToString("f3");
mtxt.Layer = elementLay;
gp = new gPoint();
gp.x = (Members[item].StartNode.Point.x + Members[item].EndNode.Point.x) / 2;
gp.y = Members[item].StartNode.Point.y;
gp.z = Members[item].StartNode.Point.z;
ln.StartPoint = gp;
gp = new gPoint();
gp.x = (Members[item].StartNode.Point.x + Members[item].EndNode.Point.x) / 2;
gp.y = Members[item].EndNode.Point.y + Forces[item] * factor;
gp.z = Members[item].StartNode.Point.z;
ln.EndPoint = gp;
mtxt.InsertionPoint = gp;
doc.ActiveLayOut.Entities.AddItem(mtxt);
ln.Layer = elementLay;
doc.ActiveLayOut.Entities.AddItem(ln);
one3dface.VertexList.Add(gp);
Members.DrawMember(Members[item], doc);
}
one3dface.SPlineFlag = VdConstSplineFlag.SFlagFITTING;
one3dface.Layer = elementLay;
doc.ActiveLayOut.Entities.AddItem(one3dface);
//VectorDraw.Professional.ActionUtilities.vdCommandAction.View3D_ShadeOn(doc);
}
static bool Poly_JoinLinesToPolyline(vdDocument vdoc)
{
vdoc.Prompt("Select Lines or Polylines to Join:");
vdSelection sel = vdoc.ActionUtility.getUserSelection();
vdFigure vfig;
vdPolyline pline = new vdPolyline();
vdLine ln = null;
vdPolyline pln = null;
double d1, d2;
d1 = d2 = 0.0;
foreach (vdFigure fig in sel)
{
if (fig is vdLine)
{
ln = fig as vdLine;
if (pline.VertexList.Count > 0)
{
d1 = pline.VertexList[pline.VertexList.Count - 1].Distance3D(ln.StartPoint);
d2 = pline.VertexList[pline.VertexList.Count - 1].Distance3D(ln.EndPoint);
}
if (d2 >= d1)
{
if (pline.VertexList.FindVertexPoint(ln.StartPoint) == -1)
{
pline.VertexList.Add(ln.StartPoint);
}
if (pline.VertexList.FindVertexPoint(ln.EndPoint) == -1)
{
pline.VertexList.Add(ln.EndPoint);
}
}
else
{
if (pline.VertexList.FindVertexPoint(ln.EndPoint) == -1)
{
pline.VertexList.Add(ln.EndPoint);
}
if (pline.VertexList.FindVertexPoint(ln.StartPoint) == -1)
{
pline.VertexList.Add(ln.StartPoint);
}
}
ln.Deleted = true;
//vdoc.ActiveLayOut.Entities.RemoveItem(ln);
}
else if (fig is vdPolyline)
{
pln = fig as vdPolyline;
if (pline.VertexList.Count > 0)
{
d1 = pline.VertexList[pline.VertexList.Count - 1].Distance3D(pln.VertexList[0]);
d2 = pline.VertexList[pline.VertexList.Count - 1].Distance3D(pln.VertexList[pln.VertexList.Count - 1]);
if (d1 > d2)
{
pln.VertexList.Reverse();
}
}
pline.VertexList.AddRange(pln.VertexList);
pln.Deleted = true;
//vdoc.ActiveLayOut.Entities.RemoveItem(pln);
}
}
if (pline.VertexList.Count > 1)
{
pline.SetUnRegisterDocument(vdoc);
pline.setDocumentDefaults();
vdoc.ActiveLayOut.Entities.AddItem(pline);
}
vdoc.Redraw(true);
return(true);
}
public void Draw_StructureGraph(vdDocument document, int SpanNo, int LoadCase, bool IsShear)
{
//Jay Shree Krishna
//Jay Shree Ganesh
document.ActiveLayOut.Entities.RemoveAll();
#region MainLIne
vdLine mainLine = new vdLine();
mainLine.SetUnRegisterDocument(document);
mainLine.setDocumentDefaults();
mainLine.StartPoint = new gPoint(10.0d, 10.0d);
mainLine.EndPoint = new gPoint(30.0d, 10.0d);
document.ActiveLayOut.Entities.AddItem(mainLine);
#endregion
#region Side Line 1
vdLine sideLine1 = new vdLine();
sideLine1.SetUnRegisterDocument(document);
sideLine1.setDocumentDefaults();
sideLine1.StartPoint = new gPoint(10, 5);
sideLine1.EndPoint = new gPoint(10, 15);
document.ActiveLayOut.Entities.AddItem(sideLine1);
#endregion
#region Side Line 2
vdLine sideLine2 = new vdLine();
sideLine2.SetUnRegisterDocument(document);
sideLine2.setDocumentDefaults();
sideLine2.StartPoint = new gPoint(30, 5);
sideLine2.EndPoint = new gPoint(30, 15);
document.ActiveLayOut.Entities.AddItem(sideLine2);
#endregion
#region Draw PolyLine
vdPolyline pLine = new vdPolyline();
pLine.SetUnRegisterDocument(document);
pLine.setDocumentDefaults();
//pLine.VertexList.Add(mainLine.StartPoint);
double st, en, highest;
st = en = highest = 0.0d;
if (IsShear)
{
highest = MaxShear(SpanNo);
}
else
{
highest = MaxMoment(SpanNo);
}
double xIncr = 0.0d;
for (int i = 0; i < list.Count; i++)
{
if (list[i].SpanNo == SpanNo)
{
if (IsShear)
{
st = list[i].Shear;
}
else
{
st = list[i].Moment;
}
gPoint gp = new gPoint();
gp.x = mainLine.StartPoint.x + xIncr;
xIncr += 2.0d;
st = -st;
if (st > 0)
{
gp.y = mainLine.StartPoint.y + (sideLine1.EndPoint.y - mainLine.StartPoint.y) * (st / highest);
}
else
{
gp.y = mainLine.StartPoint.y - (sideLine1.StartPoint.y - mainLine.StartPoint.y) * (st / highest);
}
pLine.VertexList.Add(gp);
vdLine vLine = new vdLine();
vLine.SetUnRegisterDocument(document);
vLine.setDocumentDefaults();
vLine.StartPoint = gp;
vLine.EndPoint = new gPoint(gp.x, mainLine.StartPoint.y);
document.ActiveLayOut.Entities.AddItem(vLine);
vdText yValue = new vdText();
yValue.SetUnRegisterDocument(document);
yValue.setDocumentDefaults();
yValue.InsertionPoint = vLine.EndPoint;
yValue.TextString = st.ToString();
if (st > 0)
{
yValue.Rotation = 270.0d * Math.PI / 180.0d;
yValue.InsertionPoint.x -= 0.25d;
yValue.InsertionPoint.y -= 0.5d;
}
else
{
yValue.Rotation = 90.0d * Math.PI / 180.0d;
yValue.InsertionPoint.x += 0.25d;
yValue.InsertionPoint.y += 0.5d;
}
yValue.Height = 1.0d;
document.ActiveLayOut.Entities.AddItem(yValue);
}
}
document.ShowUCSAxis = false;
document.ActiveLayOut.Entities.AddItem(pLine);
//if (st > 0)
//{
// beamLine.StartPoint.x = midLine.StartPoint.x + (line1.EndPoint.x - midLine.StartPoint.x) * (st / highest);
// beamLine.StartPoint.y = midLine.StartPoint.y + (line1.EndPoint.y - midLine.StartPoint.y) * (st / highest);
// beamLine.StartPoint.z = midLine.StartPoint.z + (line1.EndPoint.z - midLine.StartPoint.z) * (st / highest);
//}
//else
//{
// beamLine.StartPoint.x = midLine.StartPoint.x - (line1.StartPoint.x - midLine.StartPoint.x) * (st / highest);
// beamLine.StartPoint.y = midLine.StartPoint.y - (line1.StartPoint.y - midLine.StartPoint.y) * (st / highest);
// beamLine.StartPoint.z = midLine.StartPoint.z - (line1.StartPoint.z - midLine.StartPoint.z) * (st / highest);
//}
//if (en > 0)
//{
// beamLine.EndPoint.x = midLine.EndPoint.x + (line2.EndPoint.x - midLine.EndPoint.x) * (en / highest);
// beamLine.EndPoint.y = midLine.EndPoint.y + (line2.EndPoint.y - midLine.EndPoint.y) * (en / highest);
// beamLine.EndPoint.z = midLine.EndPoint.z + (line2.EndPoint.z - midLine.EndPoint.z) * (en / highest);
//}
//else
//{
// beamLine.EndPoint.x = midLine.EndPoint.x - (line2.StartPoint.x - midLine.EndPoint.x) * (en / highest);
// beamLine.EndPoint.y = midLine.EndPoint.y - (line2.StartPoint.y - midLine.EndPoint.y) * (en / highest);
// beamLine.EndPoint.z = midLine.EndPoint.z - (line2.StartPoint.z - midLine.EndPoint.z) * (en / highest);
//}
#endregion
#region Draw Rectangle
vdRect rect = new vdRect();
rect.SetUnRegisterDocument(document);
rect.setDocumentDefaults();
rect.InsertionPoint = new gPoint(sideLine1.StartPoint.x - 2, sideLine1.StartPoint.y - 2);
rect.Width = 23.0d;
rect.Height = 13.0d;
document.ActiveLayOut.Entities.AddItem(rect);
#endregion
document.Redraw(true);
VectorDraw.Professional.ActionUtilities.vdCommandAction.View3D_VTop(document);
}
public static void DrawHrdrographFromDataFile(string data_file, vdDocument vdDoc)
{
List <HydroData> list_hydro_coll = new List <HydroData>();
MyStrings mlist = null;
List <string> file_content = new List <string>(File.ReadAllLines(data_file));
string kStr = "";
HydroData hdr = null;
vdMText mtext = null;
vdPolyline pl = null;
vdCircle cir = null;
vdRect rect = null;
double min_x, min_y;
double max_x, max_y;
min_x = double.MaxValue;
min_y = min_x;
max_x = double.MinValue;
max_y = max_x;
bool flag = false;
double min_foundation_Level = 0.0, Max_Scour_Depth = 0.0;
foreach (var item in file_content)
{
kStr = item.Replace(",", " ");
kStr = item.Replace("=", " ");
kStr = MyStrings.RemoveAllSpaces(kStr.ToUpper());
mlist = new MyStrings(kStr, ' ');
if (kStr.ToUpper().Contains("DISTANCE"))
{
flag = true;
}
if (mlist.StringList[0] == "MIN_FOUNDATION_LEVEL")
{
min_foundation_Level = mlist.GetDouble(1);
}
if (mlist.StringList[0] == "MAXIMUM_SCOUR_DEPTH")
{
Max_Scour_Depth = mlist.GetDouble(1);
}
//sw.WriteLine("MIN_FOUNDATION_LEVEL = {0}", min_foundation_Level);
//sw.WriteLine("MAXIMUM_SCOUR_DEPTH = {0}", Max_Scour_Depth);
if (flag == false)
{
continue;
}
try
{
hdr = new HydroData();
hdr.SerialNo = list_hydro_coll.Count + 1;
hdr.Distance = mlist.GetDouble(0, -999.0);
if (hdr.Distance == -999.0)
{
throw (new Exception());
}
hdr.WaterLevel = mlist.GetDouble(1);
list_hydro_coll.Add(hdr);
if (min_x > hdr.Distance)
{
min_x = hdr.Distance;
}
if (min_y > hdr.WaterLevel)
{
min_y = hdr.WaterLevel;
}
if (max_x < hdr.Distance)
{
max_x = hdr.Distance;
}
if (max_y < hdr.WaterLevel)
{
max_y = hdr.WaterLevel;
}
}
catch (Exception ex) { }
}
pl = new vdPolyline();
pl.SetUnRegisterDocument(vdDoc);
pl.setDocumentDefaults();
foreach (var item in list_hydro_coll)
{
cir = new vdCircle();
cir.SetUnRegisterDocument(vdDoc);
cir.setDocumentDefaults();
cir.Center = new VectorDraw.Geometry.gPoint(item.Distance, item.WaterLevel);
cir.Radius = 0.09;
cir.PenColor = new vdColor(Color.GreenYellow);
vdDoc.ActiveLayOut.Entities.AddItem(cir);
pl.VertexList.Add(cir.Center);
}
pl.PenColor = new vdColor(Color.Red);
vdDoc.ActiveLayOut.Entities.AddItem(pl);
vdLine ln_min_found = new vdLine();
ln_min_found.SetUnRegisterDocument(vdDoc);
ln_min_found.setDocumentDefaults();
ln_min_found.StartPoint.x = pl.BoundingBox.Left;
ln_min_found.StartPoint.y = pl.BoundingBox.Bottom - min_foundation_Level;
ln_min_found.EndPoint.x = pl.BoundingBox.Right;
ln_min_found.EndPoint.y = pl.BoundingBox.Bottom - min_foundation_Level;
vdDoc.ActiveLayOut.Entities.AddItem(ln_min_found);
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = ln_min_found.StartPoint.x;
mtext.InsertionPoint.y = ln_min_found.StartPoint.y - 0.2;
mtext.Height = 0.3;
//mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = "Depth from LBL to minimum Foundation Level = " + min_foundation_Level.ToString("0.0000");
mtext.PenColor = new vdColor(Color.Cyan);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
vdLine ln_max_scour = new vdLine();
ln_max_scour.SetUnRegisterDocument(vdDoc);
ln_max_scour.setDocumentDefaults();
ln_max_scour.StartPoint.x = pl.BoundingBox.Left;
ln_max_scour.StartPoint.y = pl.BoundingBox.Bottom - Max_Scour_Depth;
ln_max_scour.EndPoint.x = pl.BoundingBox.Right;
ln_max_scour.EndPoint.y = pl.BoundingBox.Bottom - Max_Scour_Depth;
vdDoc.ActiveLayOut.Entities.AddItem(ln_max_scour);
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint = ln_max_scour.StartPoint;
mtext.InsertionPoint.y -= 0.2;
mtext.Height = 0.3;
//mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = "Maximum Scour Depth obtained = " + Max_Scour_Depth.ToString("0.0000");
mtext.PenColor = new vdColor(Color.Cyan);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
//Maximum Scour Depth adopted =
//Depth from LBL to minimum Foundation Level
//vdRect rect = null;
rect = new vdRect();
rect.SetUnRegisterDocument(vdDoc);
rect.setDocumentDefaults();
rect.InsertionPoint.x = pl.BoundingBox.Left - 2;
if (min_foundation_Level > Max_Scour_Depth)
{
rect.InsertionPoint.y = pl.BoundingBox.Bottom - 2 - min_foundation_Level;
}
else
{
rect.InsertionPoint.y = pl.BoundingBox.Bottom - 2 - Max_Scour_Depth;
}
rect.Width = pl.BoundingBox.Width + 4;
//rect.Height = -pl.BoundingBox.Height;
rect.Height = -2;
vdDoc.ActiveLayOut.Entities.AddItem(rect);
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(vdDoc);
ln.setDocumentDefaults();
ln.StartPoint.x = rect.BoundingBox.Left;
ln.StartPoint.y = rect.BoundingBox.Bottom + 1;
ln.EndPoint.x = rect.BoundingBox.Right;
ln.EndPoint.y = rect.BoundingBox.Bottom + 1;
vdDoc.ActiveLayOut.Entities.AddItem(ln);
foreach (var item in list_hydro_coll)
{
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = item.Distance;
mtext.InsertionPoint.y = ln.BoundingBox.Bottom + 0.2;
mtext.Height = 0.1;
mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = item.WaterLevel.ToString("0.0000");
mtext.PenColor = new vdColor(Color.Cyan);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = item.Distance;
mtext.InsertionPoint.y = rect.BoundingBox.Bottom + 0.2;
mtext.Height = 0.1;
mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = item.Distance.ToString("0.0000");
mtext.PenColor = new vdColor(Color.LightGreen);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
}
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = rect.BoundingBox.Left + 0.2;
mtext.InsertionPoint.y = rect.BoundingBox.Top + 0.2;
mtext.Height = 0.11;
//mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = "DATUM = " + rect.BoundingBox.Top.ToString("0.00");
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = rect.BoundingBox.Left + 0.2;
mtext.InsertionPoint.y = ln.BoundingBox.Bottom + 0.5;
mtext.Height = 0.1;
//mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = "RIVER BED LEVEL (m)";
mtext.PenColor = new vdColor(Color.Cyan);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
mtext = new vdMText();
mtext.SetUnRegisterDocument(vdDoc);
mtext.setDocumentDefaults();
mtext.InsertionPoint.x = rect.BoundingBox.Left + 0.2;
mtext.InsertionPoint.y = rect.BoundingBox.Bottom + 0.5;
mtext.Height = 0.1;
//mtext.Rotation = 90 * Math.PI / 180.0;
mtext.TextString = "DISTANCE (m)";
mtext.PenColor = new vdColor(Color.LightGreen);
vdDoc.ActiveLayOut.Entities.AddItem(mtext);
ln = new vdLine();
ln.SetUnRegisterDocument(vdDoc);
ln.setDocumentDefaults();
ln.StartPoint.x = rect.BoundingBox.Left + 1.8;
ln.StartPoint.y = rect.BoundingBox.Bottom;
ln.EndPoint.x = rect.BoundingBox.Left + 1.8;
ln.EndPoint.y = rect.BoundingBox.Top;
vdDoc.ActiveLayOut.Entities.AddItem(ln);
vdRect over_box = new vdRect();
over_box.SetUnRegisterDocument(vdDoc);
over_box.setDocumentDefaults();
over_box.InsertionPoint.x = rect.BoundingBox.Left - 2;
over_box.InsertionPoint.y = rect.BoundingBox.Bottom - 1;
over_box.Width = rect.BoundingBox.Width + 4;
over_box.Height = (pl.BoundingBox.Top - rect.BoundingBox.Bottom) + 2;
vdDoc.ActiveLayOut.Entities.AddItem(over_box);
VectorDraw.Professional.ActionUtilities.vdCommandAction.View3D_VTop(vdDoc);
vdDoc.Redraw(true);
}
/**/
public bool CalculateProgram(string fileName)
{
bool bSuccess = false;
filePath = Path.GetDirectoryName(fileName);
StreamWriter sw = new StreamWriter(new FileStream(fileName, FileMode.Create));
StreamWriter filFile = new StreamWriter(new FileStream(Path.Combine(Path.GetDirectoryName(fileName), "DESIGN.FIL"), FileMode.Create));
try
{
// Step 1
//eH.depth =
totalLength = l * 1000 + b1 + b2;
double d = (l * 1000 + ((b1 + b2) / 2)) / (20 * 1.5); // eH_depth
sw.WriteLine("****************************************************************");
//sw.WriteLine("DESIGN OF SINGLE SPAN ONE WAY RCC SLAB BY WORKING STRESS METHOD");
sw.WriteLine("----------------------------------------------------------------------------------------------");
sw.WriteLine("----------------------------------------------------------------------------------------------");
sw.WriteLine("\t\t\t**********************************************");
sw.WriteLine("\t\t\t* ASTRA Pro Release 2009 *");
sw.WriteLine("\t\t\t* TechSOFT Engineering Services (I) Pvt. Ltd.*");
sw.WriteLine("\t\t\t* *");
sw.WriteLine("\t\t\t* DESIGN OF SINGLE SPAN *");
sw.WriteLine("\t\t\t* ONE WAY RCC SLAB BY WORKING STRESS METHOD *");
sw.WriteLine("\t\t\t**********************************************");
sw.WriteLine("\t\t\t----------------------------------------------");
sw.WriteLine("\t\t\tTHIS RESULT CREATED ON " + System.DateTime.Now.ToString("dd.MM.yyyy AT HH:mm:ss") + " ");
sw.WriteLine("\t\t\t----------------------------------------------");
sw.WriteLine();
sw.WriteLine();
sw.WriteLine();
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 1:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Eff_Depth = (({0} + {1})/20 * 1.5) = {2} mm.", (l * 1000.0d).ToString("0.0"), ((b1 + b2) / 2).ToString("0.0"), d.ToString("0.00"));
d = d / 10.0d;
d = (double)((int)d) * 10;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Let us Provide eff. depth = {0} mm.", d);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Using {0}Ø rod and providing a clear cover of {1} mm.", d1, h1);
D = d + h1 + (d1 / 2.0d);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Provide overall depth = {0} + {1} = {2} mm.", d, (h1 + (d1 / 2)).ToString("0.00"), D);
//Step 2
// EH_Span should be the less of the followings
l = l * 1000;
double EH_Span = l + (b1 / 2.0d) + (b2 / 2.0d);
sw.WriteLine("");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 2:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Eff Span should be the less of the following :");
double l1 = EH_Span;
double l2 = l + d;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("(i) c/c distance between the support = {0} mm.", l1);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("(ii) Clear Span + eff. depth of slab = {0} + {1} = {2} mm.", l, d, l2);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("▲ Provide effective span l = {0} mm.", ((l1 > l2) ? l2 : l1));
//sw.WriteLine("--------------------------------------------------------------------");
// Step 3
// Load calculation Considering 1 m width of the Slab.
// Dead Load of the Slab
dl = (D / 1000.0d) * gamma_c;
sw.WriteLine("");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 3:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Load Calculation Considering 1 m width of the slab.");
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Dead Load of the Slab = {0} * {1} = {2} N/m.", (D / 1000.0).ToString("0.00"), gamma_c, dl);
sw.WriteLine("Floor Finish + Ceiling plaster = {0} N/m.", w1);
sw.WriteLine("Live Load = {0} N/m.", w2);
double w = dl + w1 + w2;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine(" Total Load w = {0} N/m.", w);
// Step 4
//Design Moment M = w*l*l/8
l = l / 1000.0d;
double M = w * l * l / 8;
double eff_depth_reqd = Math.Sqrt((M * 1000.0d) / (0.848 * 1000.0d));
sw.WriteLine("");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 4:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Design moment M = (w*l*l/8) = {0} N-m.", M.ToString("0.00"));
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Now eff depth reqd. = √(M/Qb) = √({0}/({1}) = {2} mm. ", (M * 1000.0d).ToString("0.00"), (0.848 * 1000.0d).ToString("0.000"), eff_depth_reqd.ToString("0.00"));
if (eff_depth_reqd < 90)
{
sw.WriteLine("So, the eff depth provided is OK.({0} mm < 90 mm)", eff_depth_reqd.ToString("0.00"));
}
else
{
sw.WriteLine("So, the eff depth provided is not OK. ({0} mm > 90 mm)", eff_depth_reqd.ToString("0.00"));
}
// Step 5
// Required Ast
double Ast = ((M * 1000.0d) / (sigma_st * 0.87 * d));
double a_st = (Math.PI * (d1 * d1) / 4.0d);
double no_rod = Ast / a_st;
s1 = (1000.0 * a_st) / Ast; // Spacing
int iS1 = (int)(s1 / 10);
sw.WriteLine("");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 5:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Required Ast = {0} sq.mm.", eff_depth_reqd);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("No of rod = ({0} / {1} = (Providing {2}Ø rod, c/s area of rod = {1} sq.mm.", Ast, a_st.ToString("0.00"), d1);
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Spacing = ({0} * {1}) / {2} = {3} mm.", 1000, a_st.ToString("0.00"), Ast.ToString("0.00"), s1.ToString("0.00"));
s1 = iS1 * 10.0d;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("So we shall provide {0}Ø rod @ {1} mm c/c.", d1, s1);
if (s1 < 450 && s1 < 3 * d)
{
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("So, the eff depth provided is OK.({0} mm < 90 mm)", eff_depth_reqd.ToString("0.00"));
}
else
{
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("So, the eff depth provided is not OK. ({0} mm > 90 mm)", eff_depth_reqd.ToString("0.00"));
}
//Step 6
dst = (dst * 1000.0 * D / 100.0);
sw.WriteLine("");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("■ Step 6:");
sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("");
sw.WriteLine("Area of distribution steal = {0} sq.mm.", dst.ToString("0.00"));
double rod_Spacing = ((Math.PI * (d2 * d2) / 4));
rod_Spacing = rod_Spacing * 1000 / Dst;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("Using {0}Ø rod spacing = {1} c/c", d2, rod_Spacing.ToString("0.00"));
iS1 = (int)rod_Spacing / 10;
rod_Spacing = iS1 * 10.0d;
s2 = rod_Spacing;
//sw.WriteLine("--------------------------------------------------------------------");
sw.WriteLine("So we provide distribution steal @ {0} mm c/c.", rod_Spacing.ToString("0.00"));
sw.WriteLine();
sw.WriteLine();
sw.WriteLine("****************************************************************");
sw.WriteLine(" ***************** END OF REPORT *************");
sw.WriteLine("****************************************************************");
bSuccess = true;
//DrawSlab01((,1000,D,180,170));
//DrawSlab01(totalLength, 1000.0d, D, 180, 170);
filFile.WriteLine("SLAB DESIGN");
filFile.WriteLine("100 L = {0} mm; B = {1} m; D = {2} mm", (l * 1000 + b1 + b2).ToString("0.00"), 1000, D.ToString("0.00"));
filFile.WriteLine("101 h1 = {0} mm; h2 = {1} mm", h1.ToString("0.00"), h1.ToString("0.00"));
filFile.WriteLine("102 d1 = {0} mm; d2 = {1} mm", d1.ToString("0.00"), d2.ToString("0.00"));
filFile.WriteLine("103 Gamma_C = {0} mm; Sigma_St = {1} mm", d1.ToString("0.00"), d2.ToString("0.00"));
filFile.WriteLine("104 Gc = {0} mm; l = {1} mm", Gc.ToString("0.00"), l.ToString("0.00"));
filFile.WriteLine("105 b1 = {0} mm; b2 = {1} mm", b1.ToString("0.00"), l.ToString("0.00"));
filFile.WriteLine("ENFORCEMENT BAR");
filFile.WriteLine("B1 = {0} mm; MAIN SPACING = {1} mm; DIST SPACING = {2}", b1.ToString("0.00"), s1.ToString("0.00"), s2.ToString("0.00"));
filFile.WriteLine("END");
filFile.Flush();
filFile.Close();
}
catch (Exception ex)
{
Console.WriteLine(ex.ToString());
bSuccess = false;
}
sw.Flush();
sw.Close();
return(bSuccess);
}
/**/
public void DrawSlab01(double length, double w, double mainReinforcement, double distReinforcement, double _h1, double _h2)
{
//length = length - 2 * h1;
mainReinforcement = 180;
distReinforcement = 170;
h1 = _h1;
h2 = _h2;
length = totalLength - _h1 - _h2;
document.ActiveLayOut.Entities.RemoveAll();
int distLineCount = (int)(1000 / distReinforcement);
int mainLineCount = (int)(length / mainReinforcement);
vdPolyline lenLineBottom = new vdPolyline();
lenLineBottom.SetUnRegisterDocument(document);
lenLineBottom.setDocumentDefaults();
lenLineBottom.VertexList.Add(new VectorDraw.Geometry.gPoint(0, 0, 0));
lenLineBottom.VertexList.Add(new VectorDraw.Geometry.gPoint(0, 0, length));
lenLineBottom.VertexList.Add(new VectorDraw.Geometry.gPoint(w, 0, length));
lenLineBottom.VertexList.Add(new VectorDraw.Geometry.gPoint(w, 0, 0));
lenLineBottom.VertexList.Add(new VectorDraw.Geometry.gPoint(0, 0, 0));
document.ActiveLayOut.Entities.AddItem(lenLineBottom);
vdPolyline lenLineUp = new vdPolyline();
lenLineUp.SetUnRegisterDocument(document);
lenLineUp.setDocumentDefaults();
lenLineUp.VertexList.Add(new VectorDraw.Geometry.gPoint(0, D, 0));
lenLineUp.VertexList.Add(new VectorDraw.Geometry.gPoint(0, D, length));
lenLineUp.VertexList.Add(new VectorDraw.Geometry.gPoint(w, D, length));
lenLineUp.VertexList.Add(new VectorDraw.Geometry.gPoint(w, D, 0));
lenLineUp.VertexList.Add(new VectorDraw.Geometry.gPoint(0, D, 0));
document.ActiveLayOut.Entities.AddItem(lenLineUp);
gPoint sPnt, ePnt;
// Main Reinforcement
sPnt = new gPoint(lenLineBottom.VertexList[0]);
ePnt = new gPoint(lenLineBottom.VertexList[1]);
//sPnt.z -= h;
//ePnt.z -= h;
//ePnt.y += h;
//sPnt.y += h;
for (int i = 0; i <= distLineCount; i++)
{
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(document);
ln.setDocumentDefaults();
//ln.StartPoint = new gPoint(sPnt);
//ln.EndPoint = new gPoint(ePnt);
ln.StartPoint = new gPoint(sPnt.x + h1, sPnt.y + h1, sPnt.z);
ln.EndPoint = new gPoint(ePnt.x + h1, ePnt.y + h1, ePnt.z - h1);
document.ActiveLayOut.Entities.AddItem(ln);
sPnt.x += mainReinforcement;
ePnt.x += mainReinforcement;
}
//Distribution Reinforcement
sPnt = new gPoint(lenLineBottom.VertexList[1]);
ePnt = new gPoint(lenLineBottom.VertexList[2]);
for (int i = 0; i < mainLineCount; i++)
{
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(document);
ln.setDocumentDefaults();
sPnt.z -= distReinforcement;
ePnt.z -= distReinforcement;
ln.StartPoint = new gPoint(sPnt.x + h1, sPnt.y + h1, sPnt.z - h1);
ln.EndPoint = new gPoint(ePnt.x - h1, ePnt.y + h1, ePnt.z - h1);
document.ActiveLayOut.Entities.AddItem(ln);
}
for (int i = 1; i < lenLineBottom.VertexList.Count; i++)
{
vdLine ln = new vdLine();
ln.SetUnRegisterDocument(document);
ln.setDocumentDefaults();
ln.StartPoint = new gPoint(lenLineBottom.VertexList[i]);
ln.EndPoint = new gPoint(lenLineUp.VertexList[i]);
document.ActiveLayOut.Entities.AddItem(ln);
}
//document.SaveAs(Path.Combine(FilePath,"SLAB01_View.dxf"));
VectorDraw.Professional.ActionUtilities.vdCommandAction.View3D_VTop(document);
document.Redraw(true);
}
private void Fill_Slab(string beam_nos, bool isOk)
{
MyStrings mlist = new MyStrings(beam_nos.Trim(), ' ');
MemberIncidenceCollection mic = new MemberIncidenceCollection();
for (int i = 0; i < mlist.Count; i++)
{
mic.Add(AST_DOC.Members.Get_Member(mlist.GetInt(i)));
}
JointCoordinateCollection jntc = new JointCoordinateCollection();
vdPolyline vdpl = new vdPolyline();
vdpl.SetUnRegisterDocument(VDoc);
vdpl.setDocumentDefaults();
for (int i = 1; i < mic.Count; i++)
{
if (mic[i - 1].StartNode == mic[i].StartNode)
{
if (!jntc.Contains(mic[i].StartNode))
{
jntc.Add(mic[i].StartNode);
}
}
else if (mic[i - 1].EndNode == mic[i].StartNode)
{
if (!jntc.Contains(mic[i].StartNode))
{
jntc.Add(mic[i].StartNode);
}
}
else if (mic[i - 1].StartNode == mic[i].EndNode)
{
if (!jntc.Contains(mic[i].EndNode))
{
jntc.Add(mic[i].EndNode);
}
}
else if (mic[i - 1].EndNode == mic[i].EndNode)
{
if (!jntc.Contains(mic[i].EndNode))
{
jntc.Add(mic[i].EndNode);
}
}
else
{
//string ss = Slab_Data[beam_nos] as string;
//if (ss != null)
// Slab_Data.Remove(beam_nos);
//Save_Data();
MessageBox.Show("Beam " + mic[i].MemberNo + " and Beam " + mic[i - 1].MemberNo + " Joints are mismatch..", "ASTRA", MessageBoxButtons.OK);
return;
}
}
if (!jntc.Contains(mic[0].StartNode))
{
jntc.Add(mic[0].StartNode);
}
if (!jntc.Contains(mic[0].EndNode))
{
jntc.Add(mic[0].EndNode);
}
jntc.Add(jntc[0]);
double max_z = AST_DOC.Joints.Max_Z_Positive;
foreach (var item in jntc)
{
//vdpl.VertexList.Add(item.Point);
vdpl.VertexList.Add(new gPoint(item.X, max_z - item.Z));
}
//if (File.Exists(Slab_des.Get_Report_File(beam_nos, cmb_flr_lvl.Text)))
//{
// vdpl.ToolTip = File.ReadAllText(Slab_des.Get_Report_File(beam_nos, cmb_flr_lvl.Text));
// vdpl.ToolTip = "
//}
vdpl.ToolTip = "Member surrounded : " + beam_nos;
vdLayer vlay = VDoc.Layers.FindName("slab");
if (vlay == null)
{
vlay = new vdLayer(VDoc, "slab");
vlay.SetUnRegisterDocument(VDoc);
vlay.setDocumentDefaults();
VDoc.Layers.Add(vlay);
}
//vlay.Frozen = false;
//vlay.Lock = true;
vdpl.Layer = vlay;
//vdpl.PenColor = new vdColor(Color.DarkGray);
if (isOk)
{
vdpl.PenColor = new vdColor(Color.Green);
}
else
{
vdpl.PenColor = new vdColor(Color.Red);
}
vdpl.HatchProperties = new vdHatchProperties(VectorDraw.Professional.Constants.VdConstFill.VdFillModeHatchFDiagonal);
//vdpl.ExtrusionVector = new Vector(0.0, 1.0, 0.0);
VDoc.ActiveLayOut.Entities.Add(vdpl);
VDoc.ActiveLayOut.Entities.ChangeOrder(vdpl, true);
VDoc.Redraw(true);
}