static void Main(string[] args) { Console.WriteLine("Starting Robot application..."); //Cria um novo objeto da aplicação Robot IRobotApplication robApp = new RobotApplicationClass(); //Se a aplicaçao não estiver visivel, torna o robot visivel para permitir iteracao if (robApp.Visible == 0) { robApp.Interactive = 1; robApp.Visible = 1; } Console.WriteLine("Creating concrete project..."); //Cria o projeto da viga de concreto robApp.Project.New(IRobotProjectType.I_PT_SHELL); Console.WriteLine("Executing project settings..."); //Configuracao das preferencias RobotProjectPreferences projectPrefs = robApp.Project.Preferences; //Configuracoes do codigo de verificacao da estrutura de concreto projectPrefs.SetActiveCode(IRobotCodeType.I_CT_RC_THEORETICAL_REINF, "BAEL 91"); //Configuracao das preferencias de malha RobotMeshParams meshParams = projectPrefs.MeshParams; meshParams.SurfaceParams.Method.Method = IRobotMeshMethodType.I_MMT_DELAUNAY; meshParams.SurfaceParams.Generation.Type = IRobotMeshGenerationType.I_MGT_ELEMENT_SIZE; meshParams.SurfaceParams.Generation.ElementSize = 0.5; meshParams.SurfaceParams.Delaunay.Type = IRobotMeshDelaunayType.I_MDT_DELAUNAY; //Geração da estrutura Console.WriteLine("Generating structure"); IRobotStructure str = robApp.Project.Structure; Console.WriteLine("Generating nodes..."); str.Nodes.Create(1, 0, 0, 0); str.Nodes.Create(2, 3, 0, 0); str.Nodes.Create(3, 3, 3, 0); str.Nodes.Create(4, 0, 3, 0); str.Nodes.Create(5, 0, 0, 4); str.Nodes.Create(6, 3, 0, 4); str.Nodes.Create(7, 3, 3, 4); str.Nodes.Create(8, 0, 3, 4); str.Bars.Create(1, 1, 5); str.Bars.Create(2, 2, 6); str.Bars.Create(3, 3, 7); str.Bars.Create(4, 4, 8); str.Bars.Create(5, 5, 6); str.Bars.Create(6, 7, 8); Console.WriteLine("Generating labels..."); RobotLabelServer labels = str.Labels; string columnSectionName = "Rect. Column 30*30"; IRobotLabel label = labels.Create(IRobotLabelType.I_LT_BAR_SECTION, columnSectionName); RobotBarSectionData section = (RobotBarSectionData)label.Data; section.ShapeType = IRobotBarSectionShapeType.I_BSST_CONCR_COL_R; RobotBarSectionConcreteData concrete = (RobotBarSectionConcreteData)section.Concrete; concrete.SetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_B, 0.3); concrete.SetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_H, 0.3); section.CalcNonstdGeometry(); labels.Store(label); Console.WriteLine("Defining sections..."); RobotSelection selectionBars = str.Selections.Get(IRobotObjectType.I_OT_BAR); selectionBars.FromText("1 2 3 4"); str.Bars.SetLabel(selectionBars, IRobotLabelType.I_LT_BAR_SECTION, columnSectionName); RobotSectionDatabaseList steelSections = projectPrefs.SectionsActive; if (steelSections.Add("RCAT") == 1) { Console.WriteLine("Warning! Steel section base RCAT not found..."); } selectionBars.FromText("5 6"); label = labels.Create(IRobotLabelType.I_LT_BAR_SECTION, "HEA 340"); str.Labels.Store(label); str.Bars.SetLabel(selectionBars, IRobotLabelType.I_LT_BAR_SECTION, "HEA 340"); Console.WriteLine("Defining materials..."); string materialName = "Concrete 30"; label = labels.Create(IRobotLabelType.I_LT_MATERIAL, materialName); RobotMaterialData material = (RobotMaterialData)label.Data; material.Type = IRobotMaterialType.I_MT_CONCRETE; material.E = 3E+09; material.NU = 1 / 6; material.RO = 25000; material.Kirchoff = material.E / (2 * (1 + material.NU)); Console.WriteLine("Generating slab..."); RobotPointsArray points = (RobotPointsArray)robApp.CmpntFactory.Create(IRobotComponentType.I_CT_POINTS_ARRAY); points.SetSize(5); points.Set(1, 0, 0, 4); points.Set(2, 3, 0, 4); points.Set(3, 3, 3, 4); points.Set(4, 0, 3, 4); points.Set(5, 0, 0, 4); string slabSectionName = "Slab 30"; label = labels.Create(IRobotLabelType.I_LT_PANEL_THICKNESS, slabSectionName); RobotThicknessData thickness = (RobotThicknessData)label.Data; thickness.MaterialName = materialName; thickness.ThicknessType = IRobotThicknessType.I_TT_HOMOGENEOUS; RobotThicknessHomoData thicknessData = (RobotThicknessHomoData)thickness.Data; thicknessData.ThickConst = 0.3; labels.Store(label); RobotObjObject slab; int objNumber = str.Objects.FreeNumber; str.Objects.CreateContour(objNumber, points); slab = (RobotObjObject)str.Objects.Get(objNumber); slab.Main.Attribs.Meshed = 1; slab.SetLabel(IRobotLabelType.I_LT_PANEL_THICKNESS, slabSectionName); slab.Initialize(); Console.WriteLine("Adding hole in the slab..."); points.Set(1, 1.1, 1.1, 4); points.Set(2, 2.5, 1.1, 4); RobotObjObject hole; Console.ReadLine(); }
private static void CalcReinforcement(RobotApplication robApp, int objNumber, RobotLabelServer labels, RobotObjObject slab, IRobotStructure str) { IRobotLabel label; var concrCalcEngine = robApp.Project.ConcrReinfEngine; var concrSlabRequiredReinfEngine = concrCalcEngine.SlabRequiredReinf; var slabRnfParams = concrSlabRequiredReinfEngine.Params; slabRnfParams.Method = IRobotReinforceCalcMethods.I_RCM_WOOD_ARMER; slabRnfParams.GloballyAvgDesginForces = false; slabRnfParams.ForcesReduction = false; slabRnfParams.DisplayErrors = false; slabRnfParams.CasesULS.FromText("1 2 3 4 5 6 7 8"); var slabs = slabRnfParams.Panels; slabs.FromText(System.Convert.ToString(objNumber)); var slabReinforcementName = "Slab X"; label = labels.Create(IRobotLabelType.I_LT_PANEL_REINFORCEMENT, slabReinforcementName); labels.Store(label); slab.SetLabel(IRobotLabelType.I_LT_PANEL_REINFORCEMENT, slabReinforcementName); slab.Update(); Console.WriteLine(!concrSlabRequiredReinfEngine.Calculate() ? "Calculation Failed!" : "Done!"); //getting results My and Yz for beam (bar 5) with live load (case 2) var txt = "Bar 5, Live at 0.5 length:" + "\n\r" + " My = " + str.Results.Bars.Forces.Value(5, 2, 0.5).MY / 1000 + " [kN*m]" + "\n\r" + " Qz = " + -str.Results.Bars.Deflections.Value(5, 2, 0.5).UZ * 1000 + " [mm]" + "\n\r" + " Fz1 = " + str.Results.Bars.Forces.Value(5, 2, 0).FZ / 1000 + " [kN]" + "\n\r" + " Fz2 = " + str.Results.Bars.Forces.Value(5, 2, 1).FZ / 1000 + " [kN]" + "\n\r"; //getting results Fx and Fy for column (bar 4) with wind load (case 3) txt += "Bar 4, Wind:" + "\n\r" + " Fx = " + str.Results.Bars.Forces.Value(4, 3, 1).FX / 1000 + " [kN]" + "\n\r" + " Fy = " + str.Results.Bars.Forces.Value(4, 3, 1).FY / 1000 + " [kN]" + "\n\r"; //getting results Fx, Fy, Fz, Mx, My, Mz for foot (node 1) with self-weight (case 1) txt += "Node 1, Self-Weight:" + "\n\r" + " Fx = " + str.Results.Nodes.Reactions.Value(1, 1).FX / 1000 + " [kN]" + "\n\r" + " Fy = " + str.Results.Nodes.Reactions.Value(1, 1).FY / 1000 + " [kN]" + "\n\r" + " Fz = " + str.Results.Nodes.Reactions.Value(1, 1).FZ / 1000 + " [kN]" + "\n\r" + " Mx = " + str.Results.Nodes.Reactions.Value(1, 1).MX / 1000 + " [kN]" + "\n\r" + " My = " + str.Results.Nodes.Reactions.Value(1, 1).MY / 1000 + " [kN]" + "\n\r" + " Mz = " + str.Results.Nodes.Reactions.Value(1, 1).MZ / 1000 + " [kN]" + "\n\r"; //getting results Ax+, Ax-, Ay+, Ay- for slab var selectionFe = str.Selections.Get(IRobotObjectType.I_OT_FINITE_ELEMENT); selectionFe.FromText(slab.FiniteElems); var objFEs = (RobotLabelCollection)str.FiniteElems.GetMany(selectionFe); double a; a = 0; double axP = 0; double axM = 0; double ayP = 0; double ayM = 0; var finiteElementNodes = new List <RobotFiniteElement>(); for (var n = 1; n <= objFEs.Count; n++) { var fe = (RobotFiniteElement)objFEs.Get(n); finiteElementNodes.Add(fe); a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AX_BOTTOM; if (a > axM) { axM = a; } a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AX_TOP; if (a > axP) { axP = a; } a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AY_BOTTOM; if (a > ayM) { ayM = a; } a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AY_TOP; if (a > ayP) { ayP = a; } } //getting results Fx, Fy, Fz, Mx, My, Mz for foot (node 1) with self-weight (case 1) txt += "Slab 1, Reinforcemet extreme values:" + "\n\r" + " Ax+ = " + axP * 10000 + " [cm2]" + "\n\r" + " Ax- = " + axM * 10000 + " [cm2]" + "\n\r" + " Ay+ = " + ayP * 10000 + " [cm2]" + "\n\r" + " Ay- = " + ayM * 10000 + " [cm2]" + "\n\r"; foreach (var fe in finiteElementNodes) { var nodes = fe.Nodes; Console.WriteLine( $"{fe.Number} - {Enumerable.Range(0, nodes.Count).Aggregate("", (x, y) => $"{x} {nodes.Get(y)}")}"); } Console.WriteLine(txt); }