public void Beam(string testName, BeamType beamType, double startSetback, double endSetback)
{
this.Name = testName;
ICurve cl = null;
switch (beamType)
{
case BeamType.Line:
cl = ModelTest.TestLine;
break;
case BeamType.Arc:
cl = ModelTest.TestArc;
break;
case BeamType.Polygon:
cl = ModelTest.TestPolygon;
break;
case BeamType.Polyline:
cl = ModelTest.TestPolyline;
break;
}
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), this._testProfile, BuiltInMaterials.Steel);
var beam = new Beam(cl, framingType, startSetback, endSetback);
Assert.Equal(BuiltInMaterials.Steel, beam.ElementType.Material);
Assert.Equal(cl, beam.Curve);
this.Model.AddElement(beam);
}
/// <summary>
/// Convert an IfcBeam to a beam.
/// </summary>
/// <param name="beam"></param>
private static Beam ToBeam(this IfcBeam beam)
{
var elementTransform = beam.ObjectPlacement.ToTransform();
var solid = beam.RepresentationsOfType <IfcExtrudedAreaSolid>().FirstOrDefault();
// foreach (var cis in beam.ContainedInStructure)
// {
// cis.RelatingStructure.ObjectPlacement.ToTransform().Concatenate(transform);
// }
if (solid != null)
{
var solidTransform = solid.Position.ToTransform();
var c = solid.SweptArea.ToICurve();
if (c is Polygon)
{
var cl = new Line(Vector3.Origin,
solid.ExtrudedDirection.ToVector3(), (IfcLengthMeasure)solid.Depth);
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), new Profile((Polygon)c), BuiltInMaterials.Steel);
var result = new Beam(solidTransform.OfLine(cl), framingType, 0.0, 0.0, elementTransform);
result.Name = beam.Name;
return(result);
}
}
return(null);
}
public void Example()
{
this.Name = "Elements_Beam";
// <example>
// Create a framing type.
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W44x335");
var framingType = new StructuralFramingType(profile.Name, profile, BuiltInMaterials.Steel);
// Create a straight beam.
var line = new Line(Vector3.Origin, new Vector3(5, 0, 5));
var linearBeam = new Beam(line, framingType);
// Create a polygon beam.
var polygon = Polygon.Ngon(5, 2);
var polygonBeam = new Beam(polygon, framingType, 0, 0, new Transform(6, 0, 0));
// Create a curved beam.
var arc = new Arc(Vector3.Origin, 5.0, 45.0, 135.0);
var arcBeam = new Beam(arc, framingType, 0, 0, new Transform(12, 0, 0));
// </example>
this.Model.AddElement(linearBeam);
this.Model.AddElement(polygonBeam);
this.Model.AddElement(arcBeam);
}
public void Building()
{
this.Name = "Building";
var elevations = new[] { 0.0, 3.0, 6.0, 9.0, 12.0, 15.0 };
var opening = new Opening(5, 5, 2, 2);
var wallType = new WallType("Concrete", 0.1);
var floorType = new FloorType("Concrete", 0.15);
var beamType = new StructuralFramingType("Wide Flange", WideFlangeProfileServer.Instance.GetProfileByName("W36x245"), BuiltInMaterials.Steel);
var site = Polygon.Ngon(6, 20.0);
foreach (var el in elevations)
{
var slab = new Floor(site, floorType, el, null, new List <Opening>()
{
opening
});
this.Model.AddElement(slab);
var edgeBeams = slab.CreateEdgeBeams(beamType);
this.Model.AddElements(edgeBeams);
var segs = site.Segments();
for (var i = 0; i < segs.Length - 2; i++)
{
var wall = new StandardWall(slab.Transform.OfLine(segs[i]), wallType, 3.0);
this.Model.AddElement(wall);
}
}
}
public void Column()
{
this.Name = "Elements_Column";
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W44x335");
var framingType = new StructuralFramingType(profile.Name, profile, BuiltInMaterials.Steel);
var column = new Column(Vector3.Origin, 3.0, framingType);
this.Model.AddElement(column);
}
public void Column()
{
this.Name = "Column";
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), this._testProfile, BuiltInMaterials.Steel);
var column = new Column(Vector3.Origin, 3.0, framingType);
Assert.Equal(BuiltInMaterials.Steel, column.ElementType.Material);
Assert.Equal(3.0, column.Curve.Length());
this.Model.AddElement(column);
}
public void Truss()
{
this.Name = "Truss";
var model = new Model();
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W33x387");
var framingType = new StructuralFramingType("W33x387", profile, BuiltInMaterials.Steel);
var truss = new Truss(new Vector3(0, 0, 0), new Vector3(0, 30, 0), 3.0, 10, framingType, framingType, framingType, BuiltInMaterials.Steel, 0.1, 0.1);
this.Model.AddElement(truss);
}
public static List <Beam> CreateEdgeBeams(this Floor floor, StructuralFramingType beamType)
{
var beams = new List <Beam>();
foreach (var s in floor.Profile.Perimeter.Segments())
{
var beam = new Beam(floor.Transform.OfLine(s), beamType, 0, 0);
beams.Add(beam);
}
return(beams);
}
public void Brace()
{
this.Name = "Brace";
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), this._testProfile, BuiltInMaterials.Steel);
var line = new Line(Vector3.Origin, new Vector3(3, 3, 3));
var brace = new Brace(line, framingType);
Assert.Equal(BuiltInMaterials.Steel, brace.ElementType.Material);
Assert.Equal(line, brace.Curve);
this.Model.AddElement(brace);
}
public void BeamSystem()
{
this.Name = "BeamSystem";
var profile = new WideFlangeProfile("test", 1.0, 2.0, 0.1, 0.1);
var a = new Vector3(0, 0, 0);
var b = new Vector3(20, 0, 0);
var d = new Vector3(20, 20, 10);
var c = new Vector3(0, 20, 0);
var polygon = new Polygon(new[] { a, b, c, d });
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), profile, BuiltInMaterials.Steel);
var beam = new Beam(new Line(a, b), framingType);
var system = new BeamSystem(5, framingType, new Line(a, b), new Line(c, d));
Assert.True(system.Elements.Count() == 5);
this.Model.AddElements(system.Elements);
this.Model.AddElement(beam);
}
public void Serialize()
{
var model = new Model();
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W33x387");
var framingType = new StructuralFramingType("W33x387", profile, BuiltInMaterials.Steel);
var truss = new Truss(new Vector3(0, 0, 0), new Vector3(0, 10, 0), 1.0, 10, framingType, framingType, framingType, BuiltInMaterials.Steel, 0.1, 0.1);
model.AddElement(truss);
var json = model.ToJson();
var newModel = Model.FromJson(json);
var newTruss = newModel.ElementsOfType <Truss>().FirstOrDefault();
Assert.Equal(truss.Divisions, newTruss.Divisions);
Assert.Equal(truss.Depth, newTruss.Depth);
Assert.Equal(truss.Start, newTruss.Start);
Assert.Equal(truss.End, newTruss.End);
}
public void Truss()
{
this.Name = "Elements_Truss";
// <example>
// Create a framing type.
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W33x387");
var framingType = new StructuralFramingType("W33x387", profile, BuiltInMaterials.Steel);
// Create a truss.
var truss = new Truss(new Vector3(0, 0, 0), new Vector3(0, 30, 10), 3.0, 10, framingType, framingType, framingType, BuiltInMaterials.Steel, 0.1, 0.1);
// </example>
this.Model.AddElement(truss);
Assert.Equal(this.Model.Elements.Count, truss.Elements.Count + 1);
}
public void Serialize()
{
this.Name = "Truss";
var profile = WideFlangeProfileServer.Instance.GetProfileByName("W8x13");
var chordType = new StructuralFramingType("W33x387", profile, new Material("Chord", Colors.Aqua));
var webType = new StructuralFramingType("W33x387", profile, new Material("Web", Colors.Orange));
var truss = new Truss(new Vector3(0, 0, 0), new Vector3(0, 10, 0), 1.0, 10, chordType, chordType, webType, BuiltInMaterials.Steel, 0.1, 0.1);
this.Model.AddElement(truss);
var json = this.Model.ToJson();
var newModel = Model.FromJson(json);
var newTruss = newModel.ElementsOfType <Truss>().FirstOrDefault();
Assert.Equal(truss.Divisions, newTruss.Divisions);
Assert.Equal(truss.Depth, newTruss.Depth);
Assert.Equal(truss.Start, newTruss.Start);
Assert.Equal(truss.End, newTruss.End);
}
public void Beams()
{
this.Name = "IfcBeams";
var pts = Hypar(5.0, 5.0);
var m1 = new Material("red", Colors.Red, 0f, 0f);
var m2 = new Material("green", Colors.Green, 0f, 0f);
var t1 = new StructuralFramingType("W16x31", WideFlangeProfileServer.Instance.GetProfileByName("W16x31"), m1);
var t2 = new StructuralFramingType("W16x31", WideFlangeProfileServer.Instance.GetProfileByName("W16x31"), m2);
for (var j = 0; j < pts.Count; j++)
{
var colA = pts[j];
List <Vector3> colB = null;
if (j + 1 < pts.Count)
{
colB = pts[j + 1];
}
for (var i = 0; i < colA.Count; i++)
{
var a = colA[i];
Vector3 b = null;
if (i + 1 < colA.Count)
{
b = colA[i + 1];
var line1 = new Line(a, b);
var beam1 = new Beam(line1, t1);
this.Model.AddElement(beam1);
}
if (colB != null)
{
var c = colB[i];
var line2 = new Line(a, c);
var beam2 = new Beam(line2, t2);
this.Model.AddElement(beam2);
}
}
}
}
public void HSS()
{
this.Name = "HSS";
var x = 0.0;
var z = 0.0;
var profiles = HSSPipeProfileServer.Instance.AllProfiles().ToList();
foreach (var profile in profiles)
{
var color = new Color((float)(x / 20.0), (float)(z / profiles.Count), 0.0f, 1.0f);
var line = new Line(new Vector3(x, 0, z), new Vector3(x, 3, z));
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), profile, new Material(Guid.NewGuid().ToString(), color, 0.0f, 0.0f));
var beam = new Beam(line, framingType);
this.Model.AddElement(beam);
x += 2.0;
if (x > 20.0)
{
z += 2.0;
x = 0.0;
}
}
}
/// <summary>
/// Convert an IfcColumn to a Column.
/// </summary>
/// <param name="column"></param>
private static Column ToColumn(this IfcColumn column)
{
var elementTransform = column.ObjectPlacement.ToTransform();
var solid = column.RepresentationsOfType <IfcExtrudedAreaSolid>().FirstOrDefault();
foreach (var cis in column.ContainedInStructure)
{
cis.RelatingStructure.ObjectPlacement.ToTransform().Concatenate(elementTransform);
}
if (solid != null)
{
var solidTransform = solid.Position.ToTransform();
var c = solid.SweptArea.ToICurve();
var framingType = new StructuralFramingType(Guid.NewGuid().ToString(), new Profile((Polygon)c), BuiltInMaterials.Steel);
var result = new Column(solidTransform.Origin, (IfcLengthMeasure)solid.Depth, framingType, elementTransform, 0.0, 0.0);
result.Name = column.Name;
return(result);
}
return(null);
}
public static List <Beam> ContstructBeams(double xAmp, double yAmp, int divisions,
out double maxLength, out double minLength, out double minEl, out double maxEl)
{
minLength = double.PositiveInfinity;
maxLength = double.NegativeInfinity;
minEl = double.PositiveInfinity;
maxEl = double.NegativeInfinity;
var pts = ConstructHypar(xAmp, yAmp, divisions);
var m1 = new Material("red", Colors.Yellow, 0f, 0f);
var m2 = new Material("green", Colors.Blue, 0f, 0f);
var t1 = new StructuralFramingType("W16x31", WideFlangeProfileServer.Instance.GetProfileByName("W16x31"), m1);
var t2 = new StructuralFramingType("W16x31", WideFlangeProfileServer.Instance.GetProfileByName("W16x31"), m2);
var beams = new List <Beam>();
for (var j = 0; j < pts.Count; j++)
{
var colA = pts[j];
List <Vector3> colB = null;
if (j + 1 < pts.Count)
{
colB = pts[j + 1];
}
for (var i = 0; i < colA.Count; i++)
{
var a = colA[i];
Vector3 b = null;
if (i + 1 < colA.Count)
{
b = colA[i + 1];
var line1 = new Line(a, b);
var l = line1.Length();
minLength = Math.Min(l, minLength);
maxLength = Math.Max(l, maxLength);
minEl = Math.Min(a.Z, minEl);
minEl = Math.Min(b.Z, minEl);
maxEl = Math.Max(a.Z, maxEl);
maxEl = Math.Max(b.Z, maxEl);
var beam1 = new Beam(line1, t1);
beam1.AddProperty("length", new NumericProperty(l, UnitType.Distance));
beams.Add(beam1);
}
if (colB != null)
{
var c = colB[i];
var line2 = new Line(a, c);
var l = line2.Length();
minLength = Math.Min(l, minLength);
maxLength = Math.Max(l, maxLength);
minEl = Math.Min(a.Z, minEl);
minEl = Math.Min(c.Z, minEl);
maxEl = Math.Max(a.Z, maxEl);
maxEl = Math.Max(c.Z, maxEl);
var beam2 = new Beam(line2, t2);
beam2.AddProperty("length", new NumericProperty(l, UnitType.Distance));
beams.Add(beam2);
}
}
}
return(beams);
}
