internal RectangularSectionSinglyReinforced(double b, double h, double A_s, double c_cntr,
ConcreteMaterial ConcreteMaterial, RebarMaterial LongitudinalRebarMaterial, bool hasTies=false)
{
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(ConcreteMaterial.Concrete, null, b, h);
base.ConcreteMaterial = ConcreteMaterial; //duplicate save of concrete material into base Dynamo class
List<wosadAci.RebarPoint> LongitudinalBars = new List<wosadAci.RebarPoint>();
wosadAci.Rebar thisBar = new wosadAci.Rebar(A_s, LongitudinalRebarMaterial.Material);
wosadAci.RebarPoint point = new wosadAci.RebarPoint(thisBar, new wosadAci.RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr });
LongitudinalBars.Add(point);
wosadAci.IConcreteFlexuralMember fs = new wosadAci14.ConcreteSectionFlexure(shape, LongitudinalBars, new CalcLog());
this.FlexuralSection = fs;
}
public static Dictionary <string, object> ConcreteMaterialMechanicalProperties(ConcreteMaterial ConcreteMaterial,
double Density = 0, string Code = "ACI318-14")
{
//Default values
double E = 0;
double f_r = 0;
ConcreteMaterial cm = ConcreteMaterial;
//Calculation logic:
Kodestruct.Concrete.ACI318_14.Materials.ConcreteMaterial mat =
new Kodestruct.Concrete.ACI318_14.Materials.ConcreteMaterial(cm.Concrete.SpecifiedCompressiveStrength, cm.Concrete.TypeByWeight, Density, null);
E = mat.ModulusOfElasticity / 1000.0;
f_r = mat.ModulusOfRupture / 1000.0;
return(new Dictionary <string, object>
{
{ "E", E }
, { "f_r", f_r }
});
}
/// <summary>
/// Rectangular section singly reinforced (Use where ConcreteSection type is required)
/// </summary>
/// <param name="b">Width of compression face of member</param>
/// <param name="h">Overall thickness, height, or depth of member</param>
/// <param name="A_s">Area of nonprestressed longitudinal tension reinforcement</param>
/// <param name="c_cntr">Concrete cover to tension rebar centroid</param>
/// <param name="ConcreteMaterial">Concrete material</param>
/// <param name="LongitudinalRebarMaterial">Rebar material for longitudinal bars</param>
/// <returns name="RectangularSectionSinglyReinforced"> Section [OBJECT] </returns>
public static RectangularSectionSinglyReinforced ByWidthHeigthAndReinforcementArea(double b, double h, double A_s, double c_cntr,
ConcreteMaterial ConcreteMaterial,RebarMaterial LongitudinalRebarMaterial)
{
return new RectangularSectionSinglyReinforced(b, h, A_s, c_cntr, ConcreteMaterial, LongitudinalRebarMaterial);
}