public void HeadedAnchorNoDeckReturnsValue()
{
HeadedAnchor a = new HeadedAnchor();
double Q_n = a.GetNominalShearStrength(DeckAtBeamCondition.NoDeck, HeadedAnchorWeldCase.WeldedDirectly, 1, 3, 3, 6, 0.75, 4, 65, 110);
double refValue = 21.2;
double actualTolerance = EvaluateActualTolerance(Q_n, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void HeadedAnchorPerpendicularDeckReturnsValue()
{
HeadedAnchor a = new HeadedAnchor();
double Q_n = a.GetNominalShearStrength(DeckAtBeamCondition.Perpendicular, HeadedAnchorWeldCase.WeldedThroughDeck, 2, 3, 3, 6, 0.75, 4, 65, 110);
double refValue = 18.3;
double actualTolerance = EvaluateActualTolerance(Q_n, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void HeadedAnchorParalleDeckReturnsValue()
{
HeadedAnchor a = new HeadedAnchor();
double Q_n = a.GetNominalShearStrength(DeckAtBeamCondition.Parallel, HeadedAnchorWeldCase.WeldedThroughDeck, 1, 3, 3, 6, 0.75, 4, 65, 110);
double refValue = 21.2;
double actualTolerance = EvaluateActualTolerance(Q_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> ShearStrengthOfHeadedAnchor(double d_sa, double R_g, double R_p, double fc_prime, double w_c, double F_u = 65, string Code = "AISC360-10"
)
{
//Default values
double Q_n = 0;
double phiQ_n = 0;
//Calculation logic:
HeadedAnchor a = new HeadedAnchor();
Q_n = a.GetNominalShearStrength(d_sa, R_g, R_p, fc_prime, F_u, w_c);
phiQ_n = a.GetShearStrength(d_sa, R_g, R_p, fc_prime, F_u, w_c);
return(new Dictionary <string, object>
{
{ "Q_n", Q_n },
{ "phiQ_n", phiQ_n }
});
}