public void ColumnDistributedInteractionReturnsSPCOL_Nominal0()
{
double b = 16;
double h = 16;
double f_c = 5000;
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
FlexuralSectionFactory flexureFactory = new FlexuralSectionFactory();
CompressionSectionFactory compressionFactory = new CompressionSectionFactory();
IConcreteMaterial mat = GetConcreteMaterial(f_c);
IRebarMaterial rebarMat = new MaterialAstmA615(A615Grade.Grade60);
ConcreteSectionFlexure flexureMember = flexureFactory.GetRectangularSectionFourSidesDistributed(b, h, 4.0, 0, 2.5, 2.5,
mat, rebarMat, ConfinementReinforcementType.Ties, 1);
ConcreteSectionCompression col = compressionFactory.GetCompressionMemberFromFlexuralSection(flexureMember,
CompressionMemberType.NonPrestressedWithTies);
double P = 1440 * 1000;
double refValue = 43 * 12 * 1000; //from SP column software
double M_n = col.GetNominalMomentResult(P, FlexuralCompressionFiberPosition.Top).Moment;
double phiM_n_KipFt = M_n / 1000.0 / 12.0;
double actualTolerance = EvaluateActualTolerance(M_n, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void ShearFrictionReturnsValue()
{
IConcreteMaterial matC = GetConcreteMaterial(4000, false);
IRebarMaterial m = new MaterialAstmA615(A615Grade.Grade60);
double A_c = 720.0;
double A_v = 4.84;
ConcreteSectionShearFriction sec = new ConcreteSectionShearFriction(ACI.Entities.ShearAndTorsion.ShearFrictionSurfaceType.HardenedNonRoughenedConcrete, matC, A_c, m, A_v, 90, 0);
double phiV_n = sec.GetShearFrictionStrength() / 1000.0; //convert back to ksi units
double refValue = 130.68;
double actualTolerance = EvaluateActualTolerance(phiV_n, refValue);
Assert.True(actualTolerance <= tolerance);
}
public ConcreteSectionCompression GetConcreteExampleColumnWithDistributed()
{
double b = 16;
double h = 16;
double f_c = 5000;
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
FlexuralSectionFactory flexureFactory = new FlexuralSectionFactory();
CompressionSectionFactory compressionFactory = new CompressionSectionFactory();
IConcreteMaterial mat = GetConcreteMaterial(f_c);
IRebarMaterial rebarMat = new MaterialAstmA615(A615Grade.Grade60);
ConcreteSectionFlexure flexureMember = flexureFactory.GetRectangularSectionFourSidesDistributed(b, h, 4, 0, 2.5, 2.5, mat, rebarMat);
ConcreteSectionCompression column = compressionFactory.GetCompressionMember(flexureMember, CompressionMemberType.NonPrestressedWithTies);
return(column);
}
