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);
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
Rebar rebar = new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat);
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, null, ExcessFlexureReinforcementRatio);
return(tensHook);
}
public void ShearWallCalculatesPMMDiagramMaxIteration()
{
double f_c_prime = 6;
double f_c_prime_psi = f_c_prime * 1000;
IRebarMaterial LongitudinalRebarMaterial = new RebarMaterialGeneral(60000);
double l_w = 20 * 12;
double h = 12;
FlexuralCompressionFiberPosition p = FlexuralCompressionFiberPosition.Top;
ConcreteMaterial Concrete = new ConcreteMaterial(f_c_prime_psi, ConcreteTypeByWeight.Normalweight, null);
ConfinementReinforcementType ConfinementReinforcementType = KodestructAci.ConfinementReinforcementType.Ties;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(Concrete, null, h, l_w);
List <RebarPoint> LongitudinalBars = GetLongitudinalBarsFromCoordinates(LongitudinalRebarMaterial);
KodestructAci.IConcreteFlexuralMember fs = new KodestructAci14.ConcreteSectionFlexure(shape, LongitudinalBars, null, ConfinementReinforcementType);
IConcreteSectionWithLongitudinalRebar Section = fs as IConcreteSectionWithLongitudinalRebar;
ConcreteSectionCompression column = new ConcreteSectionCompression(Section, ConfinementReinforcementType, null);
//Convert axial force to pounds
List <PMPair> Pairs = column.GetPMPairs(p, 50, true);
var PairsAdjusted = Pairs.Select(pair => new PMPair(pair.P / 1000.0, pair.M / 1000.0 / 12.0));
string Filename = Path.Combine(Path.GetTempPath(), "PMInteractionShearWallMaxIteration.csv");
using (CsvFileWriter writer = new CsvFileWriter(Filename))
{
foreach (var pair in PairsAdjusted)
{
CsvRow row = new CsvRow();
row.Add(pair.M.ToString());
row.Add(pair.P.ToString());
writer.WriteRow(row);
}
}
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, TypeOfLightweightConcrete lightWeightType, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, null);
return(tensDev);
}
internal RebarMaterial(double f_y)
{
RebarMaterialGeneral Material = new RebarMaterialGeneral(f_y);
}
internal RebarMaterial(double f_y)
{
RebarMaterialGeneral remat = new RebarMaterialGeneral(f_y);
Material = remat;
}
