public void HssOverlappedKConnectionReturnsYieldingOfBranchesFromUnevenDistributionValue()
{
SectionTube ch = new SectionTube(null, 8, 8, 0.5, 0.465);
SteelMaterial mat = new SteelMaterial(46.0);
SteelRhsSection Chord = new SteelRhsSection(ch, mat);
SectionTube mainBranch = new SectionTube(null, 6, 4, 5.0 / 16.0, 0.291);
SteelRhsSection MainBranch = new SteelRhsSection(mainBranch, mat);
SectionTube secBranch = new SectionTube(null, 5, 3, 1.0 / 4.0, 0.233);
SteelRhsSection SecondaryBranch = new SteelRhsSection(secBranch, mat);
double O_v = 0.533;
IHssTrussBranchConnection con = new RhsTrussOverlappedConnection(Chord, MainBranch, 45,
SecondaryBranch, 45,
AxialForceType.Compression, AxialForceType.Tension, false, 0, 0, O_v
);
double phiP_nMain = con.GetBranchYieldingFromUnevenLoadDistributionStrength(true).Value;
double refValueMain = 236;
double actualToleranceMain = EvaluateActualTolerance(phiP_nMain, refValueMain);
Assert.True(actualToleranceMain <= tolerance);
double phiP_nSec = con.GetBranchYieldingFromUnevenLoadDistributionStrength(false).Value;
double refValueSec = 151;
double actualToleranceSec = EvaluateActualTolerance(phiP_nSec, refValueSec);
Assert.True(actualToleranceSec <= tolerance);
}
public void HssOverlappedKConnectionReturnsYieldingOfBranchesFromUnevenDistributionValue()
{
SectionTube ch = new SectionTube(null, 8, 8, 0.5, 0.465);
SteelMaterial mat = new SteelMaterial(46.0);
SteelRhsSection Chord = new SteelRhsSection(ch, mat);
SectionTube mainBranch = new SectionTube(null, 6, 4, 5.0 / 16.0, 0.291);
SteelRhsSection MainBranch = new SteelRhsSection(mainBranch, mat);
SectionTube secBranch = new SectionTube(null, 5, 3, 1.0 / 4.0, 0.233);
SteelRhsSection SecondaryBranch = new SteelRhsSection(secBranch, mat);
double O_v = 0.533;
IHssTrussBranchConnection con = new RhsTrussOverlappedConnection(Chord, MainBranch, 45,
SecondaryBranch, 45,
AxialForceType.Compression, AxialForceType.Tension, false, 0, 0, O_v
);
double phiP_nMain = con.GetBranchYieldingFromUnevenLoadDistributionStrength(true).Value;
double refValueMain = 236;
double actualToleranceMain = EvaluateActualTolerance(phiP_nMain, refValueMain);
Assert.LessOrEqual(actualToleranceMain, tolerance);
double phiP_nSec = con.GetBranchYieldingFromUnevenLoadDistributionStrength(false).Value;
double refValueSec = 151;
double actualToleranceSec = EvaluateActualTolerance(phiP_nSec, refValueSec);
Assert.LessOrEqual(actualToleranceSec, tolerance);
}
