/// <summary>
///Method create model in proj environment
/// </summary>
private static void CreateModel(Structure model)
{
#region ---------- Geometry -----------
#region Create Materials
Material concmat = new Material(Guid.NewGuid(), "conc", (int)Material_Type.Concrete, "C30/37");
Material steelmat = new Material(Guid.NewGuid(), "steel", (int)Material_Type.Steel, "S 355");
foreach (var x in new List <Material> {
concmat, steelmat
})
{
model.CreateMaterial(x);
}
#endregion
#region Create Cross Sections
CrossSectionManufactured hea260 = new CrossSectionManufactured(Guid.NewGuid(), "steel.HEA", steelmat.Id, "HEA260", 1, 0);
CrossSectionParametric rect300x300 = new CrossSectionParametric(Guid.NewGuid(), "r300x300", concmat.Id, 1, new double[] { 300.0, 300.0 });
model.CreateCrossSection(hea260);
model.CreateCrossSection(rect300x300);
#endregion
#region Create Nodes
double a = 5.0;
double b = 6.0;
double c = 4.0;
StructNode n1 = new StructNode(Guid.NewGuid(), "n1", 0, 0, 0);
StructNode n2 = new StructNode(Guid.NewGuid(), "n2", a, 0, 0);
StructNode n3 = new StructNode(Guid.NewGuid(), "n3", a, b, 0);
StructNode n4 = new StructNode(Guid.NewGuid(), "n4", 0, b, 0);
StructNode n5 = new StructNode(Guid.NewGuid(), "n5", 0, 0, c);
StructNode n6 = new StructNode(Guid.NewGuid(), "n6", a, 0, c);
StructNode n7 = new StructNode(Guid.NewGuid(), "n7", a, b, c);
StructNode n8 = new StructNode(Guid.NewGuid(), "n8", 0, b, c);
foreach (var x in new List <StructNode> {
n1, n2, n3, n4, n5, n6, n7, n8
})
{
model.CreateNode(x);
}
#endregion
#region Create Beams
Beam b1 = new Beam(Guid.NewGuid(), beamName, hea260.Id, new Guid[2] {
n1.Id, n5.Id
});
Beam b2 = new Beam(Guid.NewGuid(), "b2", hea260.Id, new Guid[2] {
n2.Id, n6.Id
});
Beam b3 = new Beam(Guid.NewGuid(), "b3", hea260.Id, new Guid[2] {
n3.Id, n7.Id
});
Beam b4 = new Beam(Guid.NewGuid(), "b4", hea260.Id, new Guid[2] {
n4.Id, n8.Id
});
foreach (var x in new List <Beam> {
b1, b2, b3, b4
})
{
model.CreateBeam(x);
}
#endregion
#region Create Slab
double thickness = 0.30;
Slab s1 = new Slab(Guid.NewGuid(), SlabName, (int)Slab_Type.Plate, concmat.Id, thickness, new Guid[4] {
n5.Id, n6.Id, n7.Id, n8.Id
});
model.CreateSlab(s1);
#endregion
#region Create Support - in Node
PointSupport Su1 = new PointSupport(Guid.NewGuid(), "Su1", n1.Id)
{
ConstraintRx = eConstraintType.Free, ConstraintRy = eConstraintType.Free, ConstraintRz = eConstraintType.Free
};
PointSupport Su2 = new PointSupport(Guid.NewGuid(), "Su2", n2.Id)
{
ConstraintZ = eConstraintType.Flexible, StiffnessZ = 10000.0
};
PointSupport Su3 = new PointSupport(Guid.NewGuid(), "Su3", n3.Id);
PointSupport Su4 = new PointSupport(Guid.NewGuid(), "Su4", n4.Id);
foreach (var x in new List <PointSupport> {
Su1, Su2, Su3, Su4
})
{
model.CreatePointSupport(x);
}
#endregion
#region Create Support - on Beam & on Slab Edge
LineSupport lineSupport_onBeam = new LineSupport(Guid.NewGuid(), "linSupBeam", b1.Id)
{
ConstraintRx = eConstraintType.Free,
ConstraintRy = eConstraintType.Free,
ConstraintRz = eConstraintType.Free,
ConstraintX = eConstraintType.Flexible,
StiffnessX = 10.0,
ConstraintY = eConstraintType.Flexible,
StiffnessY = 10.0,
ConstraintZ = eConstraintType.Flexible,
StiffnessZ = 10.0,
};
LineSupport lineSupport_onEdge = new LineSupport(Guid.NewGuid(), "linSupEdge", s1.Id)
{
ConstraintRx = eConstraintType.Free,
ConstraintRy = eConstraintType.Free,
ConstraintRz = eConstraintType.Free,
ConstraintX = eConstraintType.Flexible,
StiffnessX = 10.0,
ConstraintY = eConstraintType.Flexible,
StiffnessY = 10.0,
ConstraintZ = eConstraintType.Flexible,
StiffnessZ = 10.0,
EdgeIndex = 2
};
foreach (var x in new List <LineSupport> {
lineSupport_onBeam, lineSupport_onEdge
})
{
model.CreateLineSupport(x);
}
#endregion
#endregion
#region ---------- Loads ---------------
#region Create Load Group
LoadGroup lgperm = new LoadGroup(Guid.NewGuid(), "lgperm", (int)eLoadGroup_Load.eLoadGroup_Load_Permanent);
LoadGroup lgvar1 = new LoadGroup(Guid.NewGuid(), "lgvar1", (int)eLoadGroup_Load.eLoadGroup_Load_Variable);
LoadGroup lgvar2 = new LoadGroup(Guid.NewGuid(), "lgvar2", (int)eLoadGroup_Load.eLoadGroup_Load_Variable);
LoadGroup lgvar3 = new LoadGroup(Guid.NewGuid(), "lgvar3", (int)eLoadGroup_Load.eLoadGroup_Load_Variable);
foreach (var x in new List <LoadGroup> {
lgperm, lgvar1, lgvar2, lgvar3
})
{
model.CreateLoadGroup(x);
}
#endregion
#region Create Load Case
LoadCase lc_sw = new LoadCase(Guid.NewGuid(), "lc_sw", (int)LoadCase_actionType.Permanent, lgperm.Id, (int)LoadCase_loadCaseType.SelfWeight);
LoadCase lc_perm = new LoadCase(Lc1Id, "lc_perm", (int)LoadCase_actionType.Permanent, lgperm.Id, (int)LoadCase_loadCaseType.Standard);
LoadCase lc_var1 = new LoadCase(Guid.NewGuid(), "lc_var1", (int)LoadCase_actionType.Variable, lgvar1.Id, (int)LoadCase_loadCaseType.Static);
LoadCase lc_var2 = new LoadCase(Guid.NewGuid(), "lc_var2", (int)LoadCase_actionType.Variable, lgvar2.Id, (int)LoadCase_loadCaseType.Static);
LoadCase lc_var3a = new LoadCase(Guid.NewGuid(), "lc_var3a", (int)LoadCase_actionType.Variable, lgvar3.Id, (int)LoadCase_loadCaseType.Static);
LoadCase lc_var3b = new LoadCase(Guid.NewGuid(), "lc_var3b", (int)LoadCase_actionType.Variable, lgvar3.Id, (int)LoadCase_loadCaseType.Static);
LoadCase lc_var3c = new LoadCase(Guid.NewGuid(), "lc_var3c", (int)LoadCase_actionType.Variable, lgvar3.Id, (int)LoadCase_loadCaseType.Static);
foreach (var x in new List <LoadCase> {
lc_sw, lc_perm
})
{
model.CreateLoadCase(x);
}
#endregion
#region Create Load Combinations
CombinationItem[] combinationItems = new CombinationItem[]
{
new CombinationItem(lc_sw.Id, 1.0), new CombinationItem(Lc1Id, 1.0),
// new CombinationItem(lc_var1.Id, 1.0), new CombinationItem(lc_var2.Id, 1.0),
// new CombinationItem(lc_var3a.Id, 1.0), new CombinationItem(lc_var3b.Id, 1.0), new CombinationItem(lc_var3c.Id, 1.0)
};
Combination C_EnUlsB = new Combination(C1Id, "C_EnUlsB", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnUlsSetB,
};
Combination C_EnUlsC = new Combination(Guid.NewGuid(), "C_EnUlsC", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnUlsSetC
};
Combination C_EnSlsChar = new Combination(Guid.NewGuid(), "C_EnSlsChar", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnSlsCharacteristic
};
Combination C_EnSlsFreq = new Combination(Guid.NewGuid(), "C_EnSlsFreq", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnSlsFrequent
};
Combination C_EnSlsQP = new Combination(Guid.NewGuid(), "C_EnSlsQP", combinationItems)
{
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnSlsQuasiPermanent
};
Combination C_Acc1 = new Combination(Guid.NewGuid(), "C_Acc1", combinationItems)
{
//Category = eLoadCaseCombinationCategory.AccidentalLimitState,
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnAccidental1
};
Combination C_Acc2 = new Combination(Guid.NewGuid(), "C_Acc2", combinationItems)
{
//Category = eLoadCaseCombinationCategory.AccidentalLimitState,
Category = eLoadCaseCombinationCategory.AccordingNationalStandard,
NationalStandard = eLoadCaseCombinationStandard.EnAccidental2
};
Combination C_ULS = new Combination(Guid.NewGuid(), "C_ULS", combinationItems)
{
Category = eLoadCaseCombinationCategory.UltimateLimitState,
};
Combination C_SLS = new Combination(Guid.NewGuid(), "C_SLS", combinationItems)
{
Category = eLoadCaseCombinationCategory.ServiceabilityLimitState
};
foreach (var x in new List <Combination> {
C_EnUlsB, C_EnUlsC, C_EnSlsChar, C_EnSlsFreq, C_EnSlsQP, C_Acc1, C_Acc2
})
{
model.CreateCombination(x);
}
#endregion
#region Create Load - Point Loads - in Node
double loadValue;
loadValue = -12500.0;
PointLoadInNode pln1 = new PointLoadInNode(Guid.NewGuid(), "pln1", loadValue, lc_perm.Id, n4.Id, (int)eDirection.X);
model.CreatePointLoadInNode(pln1);
#endregion
#region Create Load - Point Loads - Free
loadValue = -12500.0;
PointLoadFree plf1 = new PointLoadFree(Guid.NewGuid(), "plf1", lc_perm.Id, loadValue, a / 3.0, b / 3.0, c, (int)eDirection.Z, c - 1.0, c + 1.0);
model.CreatePointLoadFree(plf1);
#endregion
#region Create Load - Surface Loads - on Slab
loadValue = -12500.0;
SurfaceLoad sf1 = new SurfaceLoad(Guid.NewGuid(), "sf1", loadValue, lc_perm.Id, s1.Id, (int)eDirection.Z);
SurfaceLoad sf2 = new SurfaceLoad(Guid.NewGuid(), "sf2", loadValue, lc_var1.Id, s1.Id, (int)eDirection.Y);
SurfaceLoad sf3 = new SurfaceLoad(Guid.NewGuid(), "sf3", loadValue, lc_var2.Id, s1.Id, (int)eDirection.X);
SurfaceLoad sf4 = new SurfaceLoad(Guid.NewGuid(), "sf4", loadValue, lc_var3a.Id, s1.Id, (int)eDirection.X);
SurfaceLoad sf5 = new SurfaceLoad(Guid.NewGuid(), "sf5", loadValue, lc_var3b.Id, s1.Id, (int)eDirection.Y);
SurfaceLoad sf6 = new SurfaceLoad(Guid.NewGuid(), "sf6", loadValue, lc_var3c.Id, s1.Id, (int)eDirection.Z);
foreach (var x in new List <SurfaceLoad> {
sf1
})
{
model.CreateSurfaceLoad(x);
}
#endregion
#region Create Load - Line Load - on Beam & on Slab Edge
var lin1 = new LineLoadOnBeam(Guid.NewGuid(), "lin1")
{
Member = b1.Id,
LoadCase = lc_perm.Id,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = -12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.X,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Length,
EccentricityEy = 0.0,
EccentricityEz = 0.0
};
var lin2 = new LineLoadOnBeam(Guid.NewGuid(), "lin2")
{
Member = b1.Id,
LoadCase = lc_var1.Id,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = 12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.Y,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Projection,
EccentricityEy = 0.0,
EccentricityEz = 0.0
};
var lin3a = new LineLoadOnSlabEdge(Guid.NewGuid(), "lin3a")
{
Member = s1.Id,
LoadCase = lc_var3a.Id,
EdgeIndex = 0,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = 12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.Z,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Length
};
var lin3b = new LineLoadOnSlabEdge(Guid.NewGuid(), "lin3b")
{
Member = s1.Id,
LoadCase = lc_var3b.Id,
EdgeIndex = 1,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = 12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.Z,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Length
};
var lin3c = new LineLoadOnSlabEdge(Guid.NewGuid(), "lin3c")
{
Member = s1.Id,
LoadCase = lc_var3c.Id,
EdgeIndex = 2,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = 12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.Z,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Length
};
var lin3d = new LineLoadOnSlabEdge(Guid.NewGuid(), "lin3d")
{
Member = s1.Id,
LoadCase = lc_perm.Id,
EdgeIndex = 3,
Distribution = eLineLoadDistribution.Trapez,
Value1 = -12500,
Value2 = 12500,
CoordinateDefinition = eCoordinateDefinition.Relative,
StartPoint = 0.01,
EndPoint = 0.99,
CoordinationSystem = eCoordinationSystem.GCS,
Direction = eDirection.Z,
Origin = eLineOrigin.FromStart,
Location = eLineLoadLocation.Length
};
foreach (var x in new List <LineLoadOnBeam> {
lin1
})
{
model.CreateLineLoad(x);
}
foreach (var x in new List <LineLoadOnSlabEdge> {
lin3d
})
{
model.CreateLineLoad(x);
}
//foreach (var x in new List<LineLoadOnBeam> { lin1, lin2 }) { model.CreateLineLoad(x); }
//foreach (var x in new List<LineLoadOnSlabEdge> { lin3a, lin3b, lin3c, lin3d }) { model.CreateLineLoad(x); }
#endregion
#endregion
}
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);
}