public void BeamReturnsphiMn()
{
var ConcreteMaterial = new Kodestruct.Concrete.ACI318_14.Materials.ConcreteMaterial(6000, ACI.Entities.ConcreteTypeByWeight.Normalweight, null);
FlexuralSectionFactory flexureFactory = new FlexuralSectionFactory();
double b = 16;
double h = 40;
double f_y = 60000;
RebarMaterialGeneral LongitudinalRebarMaterial = new RebarMaterialGeneral(f_y);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
Rebar TopRebar = new Rebar(4, LongitudinalRebarMaterial);
RebarPoint TopPoint = new RebarPoint(TopRebar, new RebarCoordinate()
{
X = 0, Y = h / 2.0 - 3
});
LongitudinalBars.Add(TopPoint);
Rebar BottomRebar = new Rebar(4, LongitudinalRebarMaterial);
RebarPoint BottomPoint = new RebarPoint(BottomRebar, new RebarCoordinate()
{
X = 0, Y = -h / 2.0 + 3
});
LongitudinalBars.Add(BottomPoint);
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(ConcreteMaterial, null, b, h);
IConcreteFlexuralMember fs = new ConcreteSectionFlexure(shape, LongitudinalBars, null,
ConfinementReinforcementType.Ties);
ConcreteFlexuralStrengthResult result = fs.GetDesignFlexuralStrength(FlexuralCompressionFiberPosition.Top);
}
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 }
});
}
