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)); }