IOM Example - Prestressed Beam

This example describes how to define a prestressed beam in IOM (IDEA StatiCa Open Model).

Let's create a standard console application in MS Visual Studio. Select File > New > Project from the menu bar. In the dialog, select the Visual C# node followed by the Get Started node. Then select the Console App project template.

Add the IdeaRS.OpenModel NuGet package

OpenModel is published as the nuget package. To install this package, you can use either the Package Manager UI or the Package Manager Console.

For more information, see Install and use a package in Visual Studio

There is also documentation related to IdeaRS.OpenModel on Github.

Create a new project

IOM data has to contain basic information of a new project, such as a project name, description, code type etc.

//Common project data
var projectData = new ProjectData();
projectData.Name = "Prestressed beam";
projectData.Date = new DateTime(2019, 6, 4);

//Additionl data for Ec
var projectDataEc = new ProjectDataEc();
projectDataEc.AnnexCode = NationalAnnexCode.NoAnnex;
projectDataEc.FatigueCheck = false;
projectDataEc.FatigueAnnexNN = false;
projectData.CodeDependentData = projectDataEc;

openModel.ProjectData = projectData;

//Concrete project data
var projectDataConcrete = new ProjectDataConcreteEc2();
projectDataConcrete.CodeEN1992_2 = false;
projectDataConcrete.CodeEN1992_3 = false;
openModel.ProjectDataConcrete = projectDataConcrete;

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Materials

To create a new project, these types of materials have to be defined:

a new concrete material

//Concrete material
MatConcreteEc2 mat = new MatConcreteEc2();
mat.Name = "C30/37";
mat.UnitMass = 2500.0;
mat.E = 32836.6e6;
mat.G = 13667000000.0;
mat.Poisson = 0.2;
mat.SpecificHeat = 0.6;
mat.ThermalExpansion = 0.00001;
mat.ThermalConductivity = 45;
mat.Fck = Conversions.MPaToSystem(30.0);
mat.CalculateDependentValues = true;
openModel.AddObject(mat);

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a new material of reinforcement

//Reinforcement material
MatReinforcementEc2 matR = new MatReinforcementEc2();
matR.Name = "B 500B";
matR.UnitMass = 7850.0;
matR.E = Conversions.GPaToSystem(200);
matR.Poisson = 0.2;
matR.G = Conversions.GPaToSystem(83.333);
matR.SpecificHeat = 0.6;
matR.ThermalExpansion = 0.00001;
matR.ThermalConductivity = 45;
matR.Fyk = Conversions.MPaToSystem(500);
matR.CoeffFtkByFyk = 1.08;
matR.Epsuk = 0.025;
matR.Type = ReinfType.Bars;
matR.BarSurface = ReinfBarSurface.Ribbed;
matR.Class = ReinfClass.B;
matR.Fabrication = ReinfFabrication.HotRolled;
matR.DiagramType = ReinfDiagramType.BilinerWithAnInclinedTopBranch;
openModel.AddObject(matR);

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a new material of prestressing reinforcement

//Prestressing material
MatPrestressSteelEc2 matP = new MatPrestressSteelEc2();
matP.Name = "Y1860S7-15.7";
matP.UnitMass = 7850.0;
matP.E = Conversions.GPaToSystem(195);
matP.Poisson = 0.2;
matP.G = Conversions.GPaToSystem(83.333);
matP.SpecificHeat = 0.6;
matP.ThermalExpansion = 0.00001;
matP.ThermalConductivity = 45;
matP.Diameter = 0.0157;
matP.Area = 0.000150;
matP.NumberOfWires = 7;
matP.Fpk = Conversions.MPaToSystem(1860);
matP.Fp01k = Conversions.MPaToSystem(1640);
matP.Epsuk = 0.035;
matP.Type = PrestressSteelType.Strand;
matP.SurfaceCharacteristic = SurfaceCharacteristicType.Plain;
matP.Production = ProductionType.LowRelaxation;
matP.DiagramType = ReinfDiagramType.BilinerWithAnInclinedTopBranch;
openModel.AddObject(matP);

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Cross-section

The next step is to define the shape and dimensions of cross-section and type of material.

CrossSectionParameter css = new CrossSectionParameter();
css.Name = "S 1";
css.Id = openModel.GetMaxId(css) + 1;

css.CrossSectionType = CrossSectionType.BeamShapeIHaunchChamferAssym;
css.Parameters.Add(new ParameterDouble() { Name = "Bbf", Value = 0.4 });
css.Parameters.Add(new ParameterDouble() { Name = "Hbf", Value = 0.2 });
css.Parameters.Add(new ParameterDouble() { Name = "Hbfh", Value = 0.075 });
css.Parameters.Add(new ParameterDouble() { Name = "Bw", Value = 0.2 });
css.Parameters.Add(new ParameterDouble() { Name = "Bwh", Value = 0.05 });
css.Parameters.Add(new ParameterDouble() { Name = "H", Value = 1.2 });
css.Parameters.Add(new ParameterDouble() { Name = "Htfh", Value = 0.05 });
css.Parameters.Add(new ParameterDouble() { Name = "Htf", Value = 0.175 });
css.Parameters.Add(new ParameterDouble() { Name = "Btfl", Value = 0.5 });
css.Parameters.Add(new ParameterDouble() { Name = "Btfr", Value = 0.5 });
openModel.AddObject(css);

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Reinforced cross-sections

After defining the concrete cross-section, reinforcement is set into this one. The reinforced section is defined in this way and it is referenced to the concrete cross-section.

//Reinforced section - concrete with reinforcement
ReinforcedCrossSection rcs = new ReinforcedCrossSection();
rcs.Name = "RS 1";
rcs.CrossSection = new ReferenceElement(css);

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Reinforcement

Reinforcement is defined as stirrups and longitudinal bars.

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Longitudinal reinforcement

Define position, material, diameter and quantity of longitudinal reinforcement.

//Reinforcement
ReinforcedBar bar = new ReinforcedBar();
bar.Diameter = 0.025;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.146;
bar.Point.Y = -0.7088;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.025;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.046;
bar.Point.Y = -0.7088;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.025;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.046;
bar.Point.Y = -0.7088;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.025;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.146;
bar.Point.Y = -0.7088;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.020;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.150;
bar.Point.Y = -0.5893;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.020;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.150;
bar.Point.Y = -0.5893;
rcs.Bars.Add(bar);


bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.056;
bar.Point.Y = 0.2847;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.056;
bar.Point.Y = 0.094;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.056;
bar.Point.Y = -0.0968;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.056;
bar.Point.Y = -0.2876;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.056;
bar.Point.Y = -0.4783;
rcs.Bars.Add(bar);


bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.056;
bar.Point.Y = -0.4783;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.056;
bar.Point.Y = -0.2876;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.056;
bar.Point.Y = -0.0968;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.056;
bar.Point.Y = 0.094;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.056;
bar.Point.Y = 0.2847;
rcs.Bars.Add(bar);


bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.596;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.321;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.046;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.046;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.321;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.596;
bar.Point.Y = 0.3967;
rcs.Bars.Add(bar);


bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.599;
bar.Point.Y = 0.3097;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = -0.324;
bar.Point.Y = 0.3097;
rcs.Bars.Add(bar);


bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.324;
bar.Point.Y = 0.3097;
rcs.Bars.Add(bar);

bar = new ReinforcedBar();
bar.Diameter = 0.012;
bar.Material = new ReferenceElement(matR);
bar.Point = new Point2D();
bar.Point.X = 0.599;
bar.Point.Y = 0.3097;
rcs.Bars.Add(bar);

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Stirrups

Setting shape and material of stirrup.

var stirrup = new Stirrup();
stirrup.Diameter = 0.008;
stirrup.DiameterOfMandrel = 4.0;
stirrup.Distance = 0.2;
stirrup.IsClosed = true;
stirrup.Material = new ReferenceElement(matR);
stirrup.ShearCheck = true;
stirrup.TorsionCheck = true;
var poly = new PolyLine2D();

poly.StartPoint = new Point2D();
poly.StartPoint.X = -0.066;
poly.StartPoint.Y = 0.4067;

var segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.066;
segment.EndPoint.Y = -0.7253;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.066;
segment.EndPoint.Y = -0.7253;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.066;
segment.EndPoint.Y = 0.4067;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.066;
segment.EndPoint.Y = 0.4067;
poly.Segments.Add(segment);

stirrup.Geometry = poly;
rcs.Stirrups.Add(stirrup);

stirrup = new Stirrup();
stirrup.Diameter = 0.008;
stirrup.DiameterOfMandrel = 4.0;
stirrup.Distance = 0.2;
stirrup.IsClosed = true;
stirrup.ShearCheck = false;
stirrup.TorsionCheck = false;
stirrup.Material = new ReferenceElement(matR);
poly = new PolyLine2D();

poly.StartPoint = new Point2D();
poly.StartPoint.X = -0.616;
poly.StartPoint.Y = 0.4067;

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.616;
segment.EndPoint.Y = 0.4067;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.616;
segment.EndPoint.Y = 0.2997;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.616;
segment.EndPoint.Y = 0.2997;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.616;
segment.EndPoint.Y = 0.4067;
poly.Segments.Add(segment);

stirrup.Geometry = poly;
rcs.Stirrups.Add(stirrup);


stirrup = new Stirrup();
stirrup.Diameter = 0.008;
stirrup.DiameterOfMandrel = 4.0;
stirrup.Distance = 0.2;
stirrup.IsClosed = false;
stirrup.ShearCheck = false;
stirrup.TorsionCheck = false;
stirrup.Material = new ReferenceElement(matR);
poly = new PolyLine2D();

poly.StartPoint = new Point2D();
poly.StartPoint.X = 0.066;
poly.StartPoint.Y = -0.4023;

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.166;
segment.EndPoint.Y = -0.5763;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.166;
segment.EndPoint.Y = -0.7253;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.166;
segment.EndPoint.Y = -0.7253;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = 0.166;
segment.EndPoint.Y = -0.5763;
poly.Segments.Add(segment);

segment = new LineSegment2D();
segment.EndPoint = new Point2D();
segment.EndPoint.X = -0.066;
segment.EndPoint.Y = -0.4023;

poly.Segments.Add(segment);
stirrup.Geometry = poly;
rcs.Stirrups.Add(stirrup);
openModel.AddObject(rcs);

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Prestressing

For prestressed member, it is necessary to set position and type of tendons. Material and quantity of strands in tendon, material and diameter of ducts is need to be set.

//Tendon
TendonBar tendonBar = new TendonBar();
tendonBar.Material = new ReferenceElement(matP);
tendonBar.NumStrandsInTendon = 5;
tendonBar.Phase = 0;
tendonBar.PrestressingOrder = 1;
tendonBar.PrestressReinforcementType = FatigueTypeOfPrestressingSteel.PostTensioningSingleStrandsInPlasticDucts;
tendonBar.TendonType = TendonBarType.Posttensioned;
tendonBar.Id = 1;
tendonBar.Point = new Point2D() { X = 0.0, Y = -0.6493 };
rcs.TendonBars.Add(tendonBar);

TendonDuct tendonDuct = new TendonDuct();
tendonDuct.Diameter = 0.05;
tendonDuct.MaterialDuct = MaterialDuct.Plastic;
tendonDuct.Id = 1;
tendonDuct.Point = new Point2D() { X = 0.0, Y = -0.6493 };
tendonBar.TendonDuct = tendonDuct;

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Design member

Design member contains information about whole checked member. In the first step, it is required to define design member and then the member data are set into the design member.

//Check member == Design member in the RCS
var checkMember = new CheckMember1D();
openModel.AddObject(checkMember);

Member data

Setting of exposure classes, humidity and other important factors for the calculations (for example creep).

//Concrete meber data
var memberData = new ConcreteMemberDataEc2();
memberData.Element = new ReferenceElement(checkMember);
openModel.AddObject(memberData);

memberData.MemberType = ConcreteMemberType.Beam;
memberData.RelativeHumidity = 0.65;
memberData.CreepCoeffInfinityValue = InputValue.Calculated;
memberData.MemberImportance = MemberImportance.Major;

memberData.CalculationSetup = new CalculationSetup();
memberData.CalculationSetup.UlsDiagram = true;
memberData.CalculationSetup.UlsShear = true;
memberData.CalculationSetup.UlsTorsion = true;
memberData.CalculationSetup.UlsInteraction = true;
memberData.CalculationSetup.SlsStressLimitation = true;
memberData.CalculationSetup.SlsCrack = true;
memberData.CalculationSetup.Detailing = true;
memberData.CalculationSetup.UlsResponse = false;
memberData.CalculationSetup.SlsStiffnesses = false;
memberData.CalculationSetup.MNKappaDiagram = false;

memberData.ColumnData = new ColumnDataEc2();

memberData.ExposureClassesData = new ExposureClassesDataEc2();
memberData.ExposureClassesData.NoCorrosionCheck = false;
memberData.ExposureClassesData.CarbonationCheck = true;
memberData.ExposureClassesData.Carbonation = ExposureClassEc2.XC3;
memberData.ExposureClassesData.ChloridesCheck = true;
memberData.ExposureClassesData.Chlorides = ExposureClassEc2.XD1;
memberData.ExposureClassesData.ChloridesFromSeaCheck = false;
memberData.ExposureClassesData.FreezeAttackCheck = false;
memberData.ExposureClassesData.ChemicalAttackCheck = false;

memberData.BeamData = new BeamDataEc2();
memberData.BeamData.Ln = 1.0;
memberData.BeamData.TypeOfSupportLeft = TypeOfSupportConditions.NonContinuous;
memberData.BeamData.TypeOfSupportRight = TypeOfSupportConditions.NonContinuous;
memberData.BeamData.WidthOfSupportLeft = 0.4;
memberData.BeamData.WidthOfSupportRight = 0.4;

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Construction stages

In this tab, it is necessary to set each time of construction stages to calculate creep, loses in tendons etc. It is very important to set time of prestressing for prestressed members.

memberData.TimeAxis = new TimeAxis();

TimePoint tp = new TimePoint();
tp.Age = 0.0;
tp.Name = "Casting";
tp.Stage = true;
tp.Prestressing = false;
tp.Time = Conversions.DaysToSystem(0.0);
memberData.TimeAxis.Times.Add(tp);

tp = new TimePoint();
tp.Age = 0.0;
tp.Name = "Post-tensioning";
tp.Stage = false;
tp.Prestressing = true;
tp.Time = Conversions.DaysToSystem(28.0);
memberData.TimeAxis.Times.Add(tp);

tp = new TimePoint();
tp.Age = 0.0;
tp.Name = "Superimposed dead load";
tp.Stage = false;
tp.Prestressing = false;
tp.Time = Conversions.DaysToSystem(60.0);
memberData.TimeAxis.Times.Add(tp);

tp = new TimePoint();
tp.Age = 0.0;
tp.Name = "End of design working life";
tp.Stage = false;
tp.Prestressing = false;
tp.Time = Conversions.DaysToSystem(18250.0);
memberData.TimeAxis.Times.Add(tp);

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Sections, Extremes, Internal forces

The reinforced cross-section and the check member are defined for the checked section. Extremes of internal forces (for ULS and SLS calculation) are set in to the checked section data there.

For assessment of limit states, actual internal forces into the analyzed cross-section need to be insert. Effect of prestressing is calculated automatically.

//Staged section
var stagedCheckSection = new StagedCheckSection();
stagedCheckSection.Description = "Section 1";
stagedCheckSection.ReinfSection = new ReferenceElement(rcs);
stagedCheckSection.CheckMember = new ReferenceElement(checkMember);
openModel.AddObject(stagedCheckSection);

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Action stages

In the next step it is required to insert initial state of cross-section. It is defined as total effects of characteristic permanent load, prestressing, and creep and shrinkage of concrete related to origin of coordinate systém. In case of statically indeterminate structure is necessary to insert secondary effects of prestressing.

//Stages
var stagesLoading = new StagesLoading();
stagedCheckSection.StagesLoading = stagesLoading;

stagesLoading.PrestressInputType = PrestressInputType.AfterLongTermLosses;
stagesLoading.CssEffectType = CssEffectType.InternalForce;

//component loading
var cssComponentLoading = new CssComponentLoading();
cssComponentLoading.Id = 1;
var cssComponentTimeLoading = new CssComponentTimeLoading();
cssComponentTimeLoading.Time = Conversions.DaysToSystem(28.0);
cssComponentTimeLoading.Loading = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = -996.4e3, My = -317.7e3 };
cssComponentLoading.Loading.Add(cssComponentTimeLoading);

cssComponentTimeLoading = new CssComponentTimeLoading();
cssComponentTimeLoading.Time = Conversions.DaysToSystem(60.0);
cssComponentTimeLoading.Loading = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = -996.1e3, My = -32.7e3 };
cssComponentLoading.Loading.Add(cssComponentTimeLoading);

cssComponentTimeLoading = new CssComponentTimeLoading();
cssComponentTimeLoading.Time = Conversions.DaysToSystem(18250.0);
cssComponentTimeLoading.Loading = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = -846.8e3, My = 64.3e3 };
cssComponentLoading.Loading.Add(cssComponentTimeLoading);
stagesLoading.CssComponentLoad.Add(cssComponentLoading);

//prestress loading
var prestressLoading = new PrestressLoading();
prestressLoading.Time = Conversions.DaysToSystem(28.0);
prestressLoading.PrimaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces();
prestressLoading.SecondaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = -0.1e3, My = -3.6e3 };
stagesLoading.PrestressLoad.Add(prestressLoading);

prestressLoading = new PrestressLoading();
prestressLoading.Time = Conversions.DaysToSystem(60.0);
prestressLoading.PrimaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces();
prestressLoading.SecondaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0 };
stagesLoading.PrestressLoad.Add(prestressLoading);

prestressLoading = new PrestressLoading();
prestressLoading.Time = Conversions.DaysToSystem(18250.0);
prestressLoading.PrimaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces();
prestressLoading.SecondaryForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0 };
stagesLoading.PrestressLoad.Add(prestressLoading);

var tendonComponentLoading = new TendonComponentLoading();
tendonComponentLoading.Id = 1;
var tendonStressLoading = new TendonStressLoading();

var tendonTimeStressLoading = new TendonTimeStressLoading();
tendonTimeStressLoading.Time = Conversions.DaysToSystem(28.0);
tendonTimeStressLoading.Stress = Conversions.MPaToSystem(1328.4);
tendonStressLoading.Stresses.Add(tendonTimeStressLoading);

tendonTimeStressLoading = new TendonTimeStressLoading();
tendonTimeStressLoading.Time = Conversions.DaysToSystem(60.0);
tendonTimeStressLoading.Stress = Conversions.MPaToSystem(1328.1);
tendonStressLoading.Stresses.Add(tendonTimeStressLoading);

tendonTimeStressLoading = new TendonTimeStressLoading();
tendonTimeStressLoading.Time = Conversions.DaysToSystem(18250.0);
tendonTimeStressLoading.Stress = Conversions.MPaToSystem(1129.1);
tendonStressLoading.Stresses.Add(tendonTimeStressLoading);

tendonComponentLoading.Loading = tendonStressLoading;
stagesLoading.TendonComponentLoad.Add(tendonComponentLoading);

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Creating extremes

//add extreme to section
var sectionExtreme = new StagedCheckSectionExtreme();
sectionExtreme.Time = Conversions.DaysToSystem(28.0);
sectionExtreme.Fundamental = new LoadingULS();
sectionExtreme.Fundamental.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 332.8e3, Qz = 0.0 };
sectionExtreme.Fundamental.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.Characteristic = new LoadingSLS();
sectionExtreme.Characteristic.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 332.8e3, Qz = 0.0 };
sectionExtreme.Characteristic.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.Frequent = new LoadingSLS();
sectionExtreme.Frequent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 332.8e3, Qz = 0.0 };
sectionExtreme.Frequent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.QuasiPermanent = new LoadingSLS();
sectionExtreme.QuasiPermanent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 332.8e3, Qz = 0.0 };
sectionExtreme.QuasiPermanent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
stagedCheckSection.Extremes.Add(sectionExtreme);

sectionExtreme = new StagedCheckSectionExtreme();
sectionExtreme.Time = Conversions.DaysToSystem(28.0);
sectionExtreme.Fundamental = new LoadingULS();
sectionExtreme.Fundamental.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 449.3e3, Qz = 0.0 };
sectionExtreme.Fundamental.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
stagedCheckSection.Extremes.Add(sectionExtreme);

sectionExtreme = new StagedCheckSectionExtreme();
sectionExtreme.Time = Conversions.DaysToSystem(18250.0);
sectionExtreme.Fundamental = new LoadingULS();
sectionExtreme.Fundamental.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Fundamental.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.Characteristic = new LoadingSLS();
sectionExtreme.Characteristic.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Characteristic.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.Frequent = new LoadingSLS();
sectionExtreme.Frequent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Frequent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
sectionExtreme.QuasiPermanent = new LoadingSLS();
sectionExtreme.QuasiPermanent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.QuasiPermanent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 0.0, Qz = 0.0 };
stagedCheckSection.Extremes.Add(sectionExtreme);

sectionExtreme = new StagedCheckSectionExtreme();
sectionExtreme.Time = Conversions.DaysToSystem(18250.0);
sectionExtreme.Fundamental = new LoadingULS();
sectionExtreme.Fundamental.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 704.6e3, Qz = 0.0 };
sectionExtreme.Fundamental.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 632.8e3, Qz = 0.0 };
sectionExtreme.Characteristic = new LoadingSLS();
sectionExtreme.Characteristic.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Characteristic.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 421.9e3, Qz = 0.0 };
sectionExtreme.Frequent = new LoadingSLS();
sectionExtreme.Frequent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Frequent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 210.9e3, Qz = 0.0 };
sectionExtreme.QuasiPermanent = new LoadingSLS();
sectionExtreme.QuasiPermanent.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.QuasiPermanent.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 126.6e3, Qz = 0.0 };
stagedCheckSection.Extremes.Add(sectionExtreme);

sectionExtreme = new StagedCheckSectionExtreme();
sectionExtreme.Time = Conversions.DaysToSystem(18250.0);
sectionExtreme.Fundamental = new LoadingULS();
sectionExtreme.Fundamental.InternalForces = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 614.1e3, Qz = 0.0 };
sectionExtreme.Fundamental.InternalForcesVariable = new IdeaRS.OpenModel.Result.ResultOfInternalForces() { N = 0.0, My = 632.8e3, Qz = 0.0 };
stagedCheckSection.Extremes.Add(sectionExtreme);

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Calculation control

This setting define, which type of assessment will be used and corresponding results will be displayed.

memberData.CalculationSetup = new CalculationSetup();
memberData.CalculationSetup.UlsDiagram = true;
memberData.CalculationSetup.UlsShear = true;
memberData.CalculationSetup.UlsTorsion = true;
memberData.CalculationSetup.UlsInteraction = true;
memberData.CalculationSetup.SlsStressLimitation = true;
memberData.CalculationSetup.SlsCrack = true;
memberData.CalculationSetup.Detailing = true;
memberData.CalculationSetup.UlsResponse = false;
memberData.CalculationSetup.SlsStiffnesses = false;
memberData.CalculationSetup.MNKappaDiagram = false;

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Concrete setup

Creating the code setup used for assessment of the cross-section including national annex settings.

//Concrete setup
var setup = new ConcreteSetupEc2();
setup.Annex = NationalAnnexCode.NoAnnex;
openModel.ConcreteSetup = setup;

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Results

In the followed example there is way how to run the check and the get results. Results are stored in the object with considered values for each assessment.

//Creating instance of Rcs controller
var rcsController = new IdeaStatiCa.RcsController.IdeaRcsController();

//Open rcs project from IOM
IdeaRS.OpenModel.Message.OpenMessages messages;
var ok = rcsController.OpenIdeaProjectFromIdeaOpenModel(openModel, "ProjectName", out messages);

//Calculate project
ok = rcsController.Calculate(null);
//gets the results
var result = rcsController.GetResultOnSection(null);

var sectionResult = result.FirstOrDefault(it => it.SectionId == stagedCheckSection.Id);
foreach (var extremeResult in sectionResult.ExtremeResults)
{
    foreach (var checkResult in extremeResult.CheckResults)
    {
        var checkType = checkResult.ResultType;
        foreach (var checkResult1 in checkResult.CheckResults)
        {
            var res = checkResult1.Result;

            switch (checkResult.ResultType)
            {
                case IdeaRS.OpenModel.Concrete.CheckResult.CheckResultType.Capacity:
                    var resultCapacity = checkResult1 as IdeaRS.OpenModel.Concrete.CheckResult.ConcreteULSCheckResultDiagramCapacityEc2;
                    var fu1 = resultCapacity.Fu1;
                    var fu2 = resultCapacity.Fu2;
                    //....
                    break;

                case IdeaRS.OpenModel.Concrete.CheckResult.CheckResultType.Interaction:
                    var resultInteraction = checkResult1 as IdeaRS.OpenModel.Concrete.CheckResult.ConcreteULSCheckResultInteractionEc2;
                    var checkVT = resultInteraction.CheckValueShearAndTorsion;
                    var checkVTB = resultInteraction.CheckValueShearTorsionAndBending;
                    //....
                    break;

                case IdeaRS.OpenModel.Concrete.CheckResult.CheckResultType.Shear:
                    var resultShear = checkResult1 as IdeaRS.OpenModel.Concrete.CheckResult.ConcreteULSCheckResultShearEc2;
                    var v_ed = resultShear.Ved;
                    var v_rdc = resultShear.Vrdc;
                    //....
                    break;

                case IdeaRS.OpenModel.Concrete.CheckResult.CheckResultType.CrackWidth:
                    var resultCrackWidth = checkResult1 as IdeaRS.OpenModel.Concrete.CheckResult.ConcreteSLSCheckResultCrackWidthEc2;
                    var w = resultCrackWidth.W;
                    var wlim = resultCrackWidth.Wlim;
                    //....
                    break;
            }

            if (checkResult1.NonConformities.Count > 0)
            {
                var issues = rcsController.GetNonConformityIssues(checkResult1.NonConformities.Select(it => it.Guid).ToList());
                foreach (var issue in issues)
                {
                    var text = issue.Description;
                    //....
                }
            }
        }
    }
}

rcsController.Dispose();

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Table of Contents

IOM Example - Prestressed Beam

Add the IdeaRS.OpenModel NuGet package

Create a new project

Materials

Cross-section

Reinforced cross-sections

Reinforcement

Longitudinal reinforcement

Stirrups

Prestressing

Design member

Member data

Construction stages

Sections, Extremes, Internal forces

Action stages

Calculation control

Concrete setup

Results