public static List <Line> ReinforcementLayout(this LongitudinalReinforcement reinforcement, double cover, List <ICurve> outerProfileEdges, List <ICurve> innerProfileEdges, double length, TransformMatrix transformation)
{
if (reinforcement.IsNull() || outerProfileEdges.Any(x => x.IsNull()) || transformation.IsNull())
{
return(null);
}
else if (length < Tolerance.MicroDistance)
{
Reflection.Compute.RecordError("The length provided is less than or equal to the tolerance.");
return(null);
}
List <Point> planLayout = ReinforcementLayout(reinforcement, cover, outerProfileEdges, innerProfileEdges);
double start = reinforcement.StartLocation * length;
double end = reinforcement.EndLocation * length;
List <Line> rebarLines = new List <Line>();
foreach (Point pt in planLayout)
{
Point startPoint = new Point {
X = pt.X, Y = pt.Y, Z = start
};
Point endPoint = new Point {
X = pt.X, Y = pt.Y, Z = end
};
rebarLines.Add((new Line {
Start = startPoint, End = endPoint
}).Transform(transformation));
}
return(rebarLines);
}
public static List <Point> ReinforcementLayout(this LongitudinalReinforcement reinforcement, double cover, List <ICurve> outerProfileEdges, List <ICurve> innerProfileEdges = null)
{
if (reinforcement.IsNull() || outerProfileEdges.Any(x => x.IsNull()))
{
return(null);
}
innerProfileEdges = innerProfileEdges ?? new List <ICurve>();
double offset = cover + reinforcement.Diameter / 2;
IEnumerable <ICurve> outerCurves = outerProfileEdges.Select(x => x.IOffset(offset, -x.INormal())).Where(x => x != null).ToList();
IEnumerable <ICurve> innerCurves = innerProfileEdges.Select(x => x.IOffset(offset, x.INormal())).Where(x => x != null).ToList();
if (outerCurves.Count() == 0)
{
Reflection.Compute.RecordError("Cover is to large for the section curve. Could not generate layout.");
return(null);
}
return(reinforcement.RebarLayout.IPointLayout(outerCurves, innerCurves));
}
public static double Area(this LongitudinalReinforcement reinforcement)
{
return(reinforcement.IsNull() ? 0 : reinforcement.ReinforcingBarCount() *reinforcement.Diameter *reinforcement.Diameter / 4 *Math.PI);
}
public static int ReinforcingBarCount(this LongitudinalReinforcement reinforcement)
{
return(reinforcement.IsNull() ? 0 : LayoutCount(reinforcement.RebarLayout as dynamic));
}