public void BlockShearReturnsValue()
{
AffectedElement element = new AffectedElement(36.0, 58.0);
double phiR_n = element.GetBlockShearStrength(39.0, 26.0, 7.0, true);
double refValue = 938.0;
double actualTolerance = EvaluateActualTolerance(phiR_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void AffectedElementReturnsWhitmoreSectionWidth()
{
AffectedElement el = new AffectedElement();
double b_Whitmore = el.GetWhitmoreSectionWidth(18.0, 3.0);
double refValue = 23.8;
double actualTolerance = EvaluateActualTolerance(b_Whitmore, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> WhitmoreSectionWidth(double l, double b_con, string Code = "AISC360-10")
{
//Default values
double b_Whitmore = 0;
//Calculation logic:
AffectedElement el = new AffectedElement();
b_Whitmore = el.GetWhitmoreSectionWidth(l, b_con);
return new Dictionary<string, object>
{
{ "b_Whitmore", b_Whitmore }
};
}
public static Dictionary<string, object> GussetPlateConfigurationCompactness(double t_g, double c_Gusset, double F_y, double E, double l_1, string Code = "AISC360-10")
{
//Default values
bool IsGussetCompactConfiguration = false;
//Calculation logic:
AffectedElement el = new AffectedElement();
IsGussetCompactConfiguration = el.IsGussetPlateConfigurationCompact(t_g, c_Gusset, F_y, E, l_1);
return new Dictionary<string, object>
{
{ "GussetPlateConfigurationCompactness", IsGussetCompactConfiguration }
};
}
public static Dictionary<string, object> GussetPlateEffectiveCompressionLength(string GussetPlateConfigurationId, double l_1, double l_2, bool IsGussetCompactConfiguration = false, string Code = "AISC360-10")
{
//Default values
double KL_gusset = 0;
//Calculation logic:
AffectedElement el = new AffectedElement();
GussetPlateConfiguration conf = ParseGussetConfiguration(GussetPlateConfigurationId, IsGussetCompactConfiguration);
KL_gusset = el.GetGussetPlateEffectiveCompressionLength(conf, l_1, l_2);
return new Dictionary<string, object>
{
{ "KL_gusset", KL_gusset }
};
}
public static Dictionary<string, object> BlockShearStrength(double A_gv, double A_nv, double A_nt, double F_y, double F_u, string StressDistibutionType,
string Code = "AISC360-10")
{
//Default values
bool StressIsUniform=false;
if (StressDistibutionType=="Uniform")
{
StressIsUniform = true;
}
//Calculation logic:
AffectedElement element = new AffectedElement(F_y, F_u);
double phiR_n = element.GetBlockShearStrength(A_gv, A_nv, A_nt, StressIsUniform);
return new Dictionary<string, object>
{
{ "phiR_n", phiR_n }
};
}