public void CorrectData(double diameter, Material material)
{
RebarProperties testObject = new RebarProperties(diameter, material);
Assert.Equal(diameter, testObject.Diameter);
Assert.Equal(material, testObject.Material);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Plane insertPlane = Plane.Unset;
double height = 0.0;
double width = 0.0;
int hooksType = 0;
double hookLength = 0.0;
RebarProperties properties = null;
BendingRoller bendingRoller = null;
DA.GetData(0, ref insertPlane);
DA.GetData(1, ref height);
DA.GetData(2, ref width);
DA.GetData(3, ref hooksType);
DA.GetData(4, ref hookLength);
DA.GetData(5, ref properties);
DA.GetData(6, ref bendingRoller);
RebarShape rebarShape = new RebarShape(properties);
rebarShape.BuildStirrupShape(insertPlane, height, width, bendingRoller, hooksType, hookLength);
DA.SetData(0, rebarShape);
DA.SetData(1, rebarShape.RebarMesh);
}
public static dynamic GetTSObject(RebarProperties dynObject)
{
if (dynObject is null)
{
return(null);
}
return(dynObject.teklaObject);
}
public void TestToString()
{
RebarProperties testObject = new RebarProperties(10.02, new Material("Name", "Grade", 10.0));
string expectedToString = "Rebar Properties" + Environment.NewLine +
"Diameter: 10,02" + Environment.NewLine +
"Material: Name";
Assert.Equal(expectedToString, testObject.ToString());
}
protected override void SolveInstance(IGH_DataAccess DA)
{
double diameter = 0.0;
Material material = null;
DA.GetData(0, ref diameter);
DA.GetData(1, ref material);
RebarProperties prop = new RebarProperties(diameter, material);
DA.SetData(0, prop);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Curve rebarCurve = null;
RebarProperties props = null;
DA.GetData(0, ref rebarCurve);
DA.GetData(1, ref props);
RebarShape rebarShape = new RebarShape(props);
rebarShape.CurveToRebarShape(rebarCurve);
DA.SetData(0, rebarShape);
DA.SetData(1, rebarShape.RebarMesh);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Curve rebarCurve = null;
RebarProperties props = null;
BendingRoller bendingRoller = null;
DA.GetData(0, ref rebarCurve);
DA.GetData(1, ref props);
DA.GetData(2, ref bendingRoller);
RebarShape rebarShape = new RebarShape(props);
rebarShape.PolylineToRebarShape(rebarCurve, bendingRoller);
DA.SetData(0, rebarShape);
DA.SetData(1, rebarShape.RebarMesh);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Rectangle3d rectangle = Rectangle3d.Unset;
RebarProperties properties = null;
int position = 0;
CoverDimensions coverDimensions = null;
DA.GetData(0, ref rectangle);
DA.GetData(1, ref properties);
DA.GetData(2, ref position);
DA.GetData(3, ref coverDimensions);
RebarShape rebarShape = new RebarShape(properties);
rebarShape.BuildRectangleToLineBarShape(rectangle, position, coverDimensions);
DA.SetData(0, rebarShape);
DA.SetData(1, rebarShape.RebarMesh);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
Rectangle3d rectangle = Rectangle3d.Unset;
RebarProperties properties = null;
BendingRoller bendingRoller = null;
int hooksType = 0;
CoverDimensions coverDimensions = null;
double hookLength = 0.0;
DA.GetData(0, ref rectangle);
DA.GetData(1, ref properties);
DA.GetData(2, ref bendingRoller);
DA.GetData(3, ref hooksType);
DA.GetData(4, ref hookLength);
DA.GetData(5, ref coverDimensions);
RebarShape rebarShape = new RebarShape(properties);
rebarShape.BuildRectangleToStirrupShape(rectangle, bendingRoller, hooksType, coverDimensions, hookLength);
DA.SetData(0, rebarShape);
DA.SetData(1, rebarShape.RebarMesh);
}
public void TestRadius_Diameter0001()
{
RebarProperties testObject = new RebarProperties(0.001, new Material("", "", 10.0));
Assert.Equal(0.0005, testObject.Radius);
}
public void TestRadius_Diameter20()
{
RebarProperties testObject = new RebarProperties(20.00, new Material("", "", 10.0));
Assert.Equal(10.00, testObject.Radius);
}
