public frmHalter(DataTable _dtForceOnPole, double _SafteyFactor, Guid _SectionCode, bool _IsUTs, double _SaftyFactorOburi) { Editor ed = Autodesk.AutoCAD.ApplicationServices.Application.DocumentManager.MdiActiveDocument.Editor; ed.WriteMessage("\nchecking.....\n"); if (!Atend.Global.Acad.DrawEquips.Dicision.IsHere()) { if (!Atend.Global.Acad.DrawEquips.Dicision.IsThere()) { //System.Diagnostics.Process[] prs = System.Diagnostics.Process.GetProcesses(); //foreach (System.Diagnostics.Process pr in prs) //{ // if (pr.ProcessName == "acad") // { // pr.CloseMainWindow(); // } //} Atend.Global.Acad.Notification notification = new Atend.Global.Acad.Notification(); notification.Title = "شناسایی قفل"; notification.Msg = "لطفا وضعیت قفل را بررسی نمایید "; notification.infoCenterBalloon(); ForceToClose = true; } } InitializeComponent(); dtForceOnPole = _dtForceOnPole; IsUTs = _IsUTs; SectionCode = _SectionCode; SaftyFactor = _SafteyFactor; SaftyFactorOburi = _SaftyFactorOburi; Atend.Global.Calculation.Mechanical.CalcOptimalSagTension calc = new Atend.Global.Calculation.Mechanical.CalcOptimalSagTension(); ed.WriteMessage("BeforSelectAll\n"); DataTable dtHalter = Atend.Base.Equipment.EHalter.SelectAllX(); ed.WriteMessage("BeforSelectByXCode\n"); Atend.Base.Equipment.EHalter halter = Atend.Base.Equipment.EHalter.SelectByXCode(new Guid(dtHalter.Rows[0]["XCode"].ToString())); ed.WriteMessage("CalcResult\n"); //DataTable dtResult=calc.CalcHalter(dtForceOnPole,halter); // dataGridView1.DataSource = dtResult; }
private void Calculation() { chkSelectSection.Focus(); if (Validation()) { this.Cursor = Cursors.WaitCursor; System.Data.DataTable dtGlobal = Atend.Base.Design.DGlobal.AccessSelectAll(); System.Data.DataTable dtBranch = Atend.Global.Acad.UAcad.FillBranchList(); Editor ed = Autodesk.AutoCAD.ApplicationServices.Application.DocumentManager.MdiActiveDocument.Editor; for (int gCounter = 0; gCounter < gvSection.Rows.Count; gCounter++) { DataGridViewCheckBoxCell chk = (DataGridViewCheckBoxCell)gvSection.Rows[gCounter].Cells[1]; if (chk.Value.ToString() == "True") { calcOptimalSagTension = new Atend.Global.Calculation.Mechanical.CalcOptimalSagTension(); calcOptimalSagTension.DtPoleSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.Pole)); System.Data.DataTable dtPole1 = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.PoleTip)); foreach (DataRow dr in dtPole1.Rows) { DataRow drPole = calcOptimalSagTension.DtPoleSection.NewRow(); drPole["ProductType"] = dr["ProductType"].ToString(); drPole["ProductCode"] = dr["ProductCode"].ToString(); drPole["SectionCode"] = dr["SectionCode"].ToString(); calcOptimalSagTension.DtPoleSection.Rows.Add(drPole); } System.Data.DataColumn dc = new System.Data.DataColumn("PoleNumber"); calcOptimalSagTension.DtPoleSection.Columns.Add(dc); foreach (DataRow dr in calcOptimalSagTension.DtPoleSection.Rows) { Atend.Base.Design.DPackage node = Atend.Base.Design.DPackage.AccessSelectByNodeCode(new Guid(dr["ProductCode"].ToString())); dr["PoleNumber"] = node.Number.ToString(); } ReadVoltage(gCounter); calcOptimalSagTension.Volt = Volt; calcOptimalSagTension.DtPoleCond = dtGlobal; calcOptimalSagTension.dtBranchList = dtBranch; DataGridViewComboBoxCell cboNetCross = (DataGridViewComboBoxCell)gvSection.Rows[gCounter].Cells[4]; //ed.WriteMessage("NetCrossCode={0}\n", cboNetCross.Value.ToString()); NetCross = Atend.Base.Calculating.CNetWorkCross.AccessSelectByCode(Convert.ToInt32(cboNetCross.Value.ToString())); if (Volt == 400) { calcOptimalSagTension.Clearance = NetCross.V380; } if (Volt == 11000) { calcOptimalSagTension.Clearance = NetCross.KV11; } if (Volt == 20000) { calcOptimalSagTension.Clearance = NetCross.KV20; } if (Volt == 33000) { calcOptimalSagTension.Clearance = NetCross.KV32; } calcOptimalSagTension.DtconductorSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.Conductor)); if (calcOptimalSagTension.DtconductorSection.Rows.Count == 0) { calcOptimalSagTension.DtconductorSection = Atend.Base.Design.DPoleSection.AccessSelectBySectionCodeProductType(new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()), Convert.ToInt32(Atend.Control.Enum.ProductType.SelfKeeper)); //ed.WriteMessage("Count={0}\n", calcOptimalSagTension.DtconductorSection.Rows.Count); } calcOptimalSagTension.VTS = Convert.ToDouble(gvSection.Rows[gCounter].Cells["UTS"].Value.ToString()); //System.Data.DataColumn dc1 = new System.Data.DataColumn("Angle"); //calcOptimalSagTension.DtconductorSection.Columns.Add(dc1); calcOptimalSagTension.SectionCode = new Guid(gvSection.Rows[gCounter].Cells[0].Value.ToString()); //calcOptimalSagTension.Start = Convert.ToInt32(txtStart.Text); //calcOptimalSagTension.End = Convert.ToInt32(txtEnd.Text); //calcOptimalSagTension.Distance = Convert.ToInt32(txtDistance.Text); Atend.Base.Design.DBranch MyBranch = Atend.Base.Design.DBranch.AccessSelectByCode(new Guid(calcOptimalSagTension.DtconductorSection.Rows[0]["ProductCode"].ToString())); //ed.WriteMessage("OOO\n"); dtResult.Rows.Clear(); //se = calcOptimalSagTension.ComputeSE(); //ed.WriteMessage("&&&&&&&&&&&&&&&&&&&SE={0}\n", se.ToString()); //SpanCount = calcOptimalSagTension.DtconductorSection.Rows.Count; calcOptimalSagTension.dtStTable.Rows.Clear(); ed.WriteMessage("GOTOSurface\n"); dtResult = calcOptimalSagTension.calcRudSurface02().Copy(); gvResult.AutoGenerateColumns = false; calcOptimalSagTension.CloseConnection(); gvResult.DataSource = dtResult; Save(gCounter); } } this.Cursor = Cursors.Default; //DataRow dr1 = dtRow.NewRow(); //dr1["ProjectName"] = ""; //dr1["NumSection"] = gvSection.SelectedRows[0].Cells[1].Value.ToString(); //dr1["FirstPole"] = ""; //dr1["LastPole"] = ""; //dr1["UTS"] = calcOptimalSagTension.VTS; //dr1["SE"] = se.ToString(); //dr1["SpanCount"] = SpanCount; //dr1["SpanLenght"] = ""; //dr1["CondName"] = gvSagAndTension.Rows[0].Cells[0].Value; //dtRow.Rows.Add(dr1); //ChangeColor(); } }