/// <summary>
/// Scia open API run example
/// DO NOT PLAY WITH GUI ELEMENTS HERE.
/// It is not done run on GUI main thread
/// </summary>
/// <param name="env">Data for from calculation</param>
/// <returns></returns>
private object SciaOpenApiWorker(SCIA.OpenAPI.Environment env)
{
OpenApiSimpleExampleContext APIContext = new OpenApiSimpleExampleContext()
{
A = this.A,
B = this.B,
C = this.C,
SlabThickness = this.SlabThickness,
LoadValue = this.LoadValue,
ConcreteGrade = this.ConcreteGrade,
SteelGrade = this.SteelGrade,
SteelProfile = this.SteelProfile
};
env.RunSCIAEngineer(SCIA.OpenAPI.Environment.GuiMode.ShowWindowShow);
SciaFileGetter fileGetter = new SciaFileGetter();
var esaFile = fileGetter.PrepareBasicEmptyFile(env.AppTempPath);
if (!File.Exists(esaFile))
{
throw new InvalidOperationException($"File from manifest resource is not created ! Temp: {env.AppTempPath}");
}
EsaProject project = env.OpenProject(esaFile);
OpenAPISimpleExample.CreateModel(project.Model, APIContext);
project.Model.RefreshModel_ToSCIAEngineer();
project.RunCalculation();
return(OpenAPISimpleExample.ReadResults(project.Model, APIContext));
}
public static void CreateModel(Structure model, OpenApiSimpleExampleContext context)
{
Guid comatid = Guid.NewGuid();
model.CreateMaterial(new Material(comatid, "conc", 0, context.ConcreteGrade));
Guid stmatid = Guid.NewGuid();
model.CreateMaterial(new Material(stmatid, "steel", 1, context.SteelGrade));
Guid css_steel = Guid.NewGuid();
model.CreateCrossSection(new CrossSectionManufactured(css_steel, "steel.HEA", stmatid, context.SteelProfile, 1, 0));
Guid n1 = Guid.NewGuid();
Guid n2 = Guid.NewGuid();
Guid n3 = Guid.NewGuid();
Guid n4 = Guid.NewGuid();
Guid n5 = Guid.NewGuid();
Guid n6 = Guid.NewGuid();
Guid n7 = Guid.NewGuid();
Guid n8 = Guid.NewGuid();
//Create structural nodes in local ADM
model.CreateNode(new StructNode(n1, "n1", 0, 0, 0));
model.CreateNode(new StructNode(n2, "n2", context.A, 0, 0));
model.CreateNode(new StructNode(n3, "n3", context.A, context.B, 0));
model.CreateNode(new StructNode(n4, "n4", 0, context.B, 0));
model.CreateNode(new StructNode(n5, "n5", 0, 0, context.C));
model.CreateNode(new StructNode(n6, "n6", context.A, 0, context.C));
model.CreateNode(new StructNode(n7, "n7", context.A, context.B, context.C));
model.CreateNode(new StructNode(n8, "n8", 0, context.B, context.C));
Guid b1 = Guid.NewGuid();
Guid b2 = Guid.NewGuid();
Guid b3 = Guid.NewGuid();
Guid b4 = Guid.NewGuid();
//Create beams in local ADM
model.CreateBeam(new Beam(b1, context.BeamName, css_steel, new Guid[2] {
n1, n5
}));
model.CreateBeam(new Beam(b2, "b2", css_steel, new Guid[2] {
n2, n6
}));
model.CreateBeam(new Beam(b3, "b3", css_steel, new Guid[2] {
n3, n7
}));
model.CreateBeam(new Beam(b4, "b4", css_steel, new Guid[2] {
n4, n8
}));
//Create fix nodal support in local ADM
var Su1 = new PointSupport(Guid.NewGuid(), "Su1", n1)
{
ConstraintRx = eConstraintType.Free,
ConstraintRy = eConstraintType.Free,
ConstraintRz = eConstraintType.Free
};
model.CreatePointSupport(Su1);
model.CreatePointSupport(new PointSupport(Guid.NewGuid(), "Su2", n2));
model.CreatePointSupport(new PointSupport(Guid.NewGuid(), "Su3", n3));
model.CreatePointSupport(new PointSupport(Guid.NewGuid(), "Su4", n4));
Guid s1 = Guid.NewGuid();
Guid[] nodes = new Guid[4] {
n5, n6, n7, n8
};
//Create flat slab in local ADM
model.CreateSlab(new Slab(s1, context.SlabName, 0, comatid, context.SlabThickness, nodes));
Guid lg1 = Guid.NewGuid();
//Create load group in local ADM
model.CreateLoadGroup(new LoadGroup(lg1, "lg1", 0));
//Create load case in local ADM
model.CreateLoadCase(new LoadCase(context.Lc1_Id, "lc1", 0, lg1, 1));
//Combination
CombinationItem[] combinationItems = new CombinationItem[1] {
new CombinationItem(context.Lc1_Id, 1.5)
};
Combination C1 = new Combination(context.Combi1, "C1", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnUlsSetC
};
model.CreateCombination(C1);
Guid sf1 = Guid.NewGuid();
Console.WriteLine($"Set value of surface load on the slab: ");
//Create surface load on slab in local ADM
model.CreateSurfaceLoad(new SurfaceLoad(sf1, "sf1", context.LoadValue, context.Lc1_Id, s1, 2));
// line support on B1
var lineSupport = new LineSupport(Guid.NewGuid(), "lineSupport", b1)
{
Member = b1,
ConstraintRx = eConstraintType.Free,
ConstraintRy = eConstraintType.Free,
ConstraintRz = eConstraintType.Free
};
model.CreateLineSupport(lineSupport);
//line load on B1
var lineLoad = new LineLoadOnBeam(Guid.NewGuid(), "lineLoad")
{
Member = b1,
LoadCase = context.Lc1_Id,
Value1 = -12500,
Value2 = -12500,
Direction = eDirection.X
};
model.CreateLineLoad(lineLoad);
}
public static OpenApiE2EResults ReadResults(Structure model, OpenApiSimpleExampleContext context)
{
OpenApiE2EResults storage = new OpenApiE2EResults();
ResultsAPI resultsApi = model.InitializeResultsAPI();
if (resultsApi == null)
{
return(storage);
}
{
OpenApiE2EResult beamForLc = new OpenApiE2EResult("beamInnerForces")
{
ResultKey = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Beam,
EntityName = context.BeamName,
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = context.Lc1_Id,
Dimension = eDimension.eDim_1D,
ResultType = eResultType.eFemBeamInnerForces,
CoordSystem = eCoordSystem.eCoordSys_Local
}
};
beamForLc.Result = resultsApi.LoadResult(beamForLc.ResultKey);
storage.SetResult(beamForLc);
}
{
OpenApiE2EResult beamInnerForcesCombi = new OpenApiE2EResult("beamInnerForcesCombi")
{
ResultKey = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Beam,
EntityName = context.BeamName,
CaseType = eDsElementType.eDsElementType_Combination,
CaseId = context.Combi1,
Dimension = eDimension.eDim_1D,
ResultType = eResultType.eFemBeamInnerForces,
CoordSystem = eCoordSystem.eCoordSys_Local
}
};
beamInnerForcesCombi.Result = resultsApi.LoadResult(beamInnerForcesCombi.ResultKey);
storage.SetResult(beamInnerForcesCombi);
}
{
OpenApiE2EResult slabInnerForces = new OpenApiE2EResult("slabInnerForces")
{
ResultKey = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Slab,
EntityName = context.SlabName,
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = context.Lc1_Id,
Dimension = eDimension.eDim_2D,
ResultType = eResultType.eFemInnerForces,
CoordSystem = eCoordSystem.eCoordSys_Local
}
};
slabInnerForces.Result = resultsApi.LoadResult(slabInnerForces.ResultKey);
storage.SetResult(slabInnerForces);
}
{
OpenApiE2EResult slabDeformations = new OpenApiE2EResult("slabDeformations")
{
ResultKey = new ResultKey
{
EntityType = eDsElementType.eDsElementType_Slab,
EntityName = context.SlabName,
CaseType = eDsElementType.eDsElementType_LoadCase,
CaseId = context.Lc1_Id,
Dimension = eDimension.eDim_2D,
ResultType = eResultType.eFemDeformations,
CoordSystem = eCoordSystem.eCoordSys_Local
}
};
slabDeformations.Result = resultsApi.LoadResult(slabDeformations.ResultKey);
storage.SetResult(slabDeformations);
}
return(storage);
}
