public static Dictionary <string, object> TensileStrength(double F_y, double F_u, double A_e, double A_g, string Code = "AISC360-10")
{
//Default values
double phiP_n = 0;
//Calculation logic:
TensionMember tm = new TensionMember();
phiP_n = tm.GetDesignTensileCapacity(F_y, F_u, A_g, A_e);
return(new Dictionary <string, object>
{
{ "phiP_n", phiP_n }
});
}
/// <summary>
/// Effective area for tensile strength (kip - in unit system for all inputs and outputs)
/// </summary>
/// <param name="U"> Shear lag factor </param>
/// <param name="A_n"> Net area of member </param>
/// <param name="A_g"> Gross cross-sectional area of member (used is parameter IsBoltedSplice is set to true) </param>
/// <param name="A_connected"> Area of directly connected elements (to be used for Case 3 from AISC Table D3.1) when variable IsPartiallyWeldedWithTransverseWelds is set to true </param>
/// <param name="IsPartiallyWeldedWithTransverseWelds"> Identifies whether this is a tension members where the tension load is transmitted only by transverse welds to some but not all of the cross-sectional elements </param>
/// <param name="IsBoltedSplice"> Identifies whether member is spliced using bolted plates </param>
/// <param name="Code"> Applicable version of code/standard</param>
/// <returns name="A_e"> Effective net area </returns>
public static Dictionary <string, object> EffectiveNetArea(double U, double A_n,
double A_g,
double A_connected = 0,
bool IsPartiallyWeldedWithTransverseWelds = false,
bool IsBoltedSplice = false, string Code = "AISC360-10")
{
//Default values
double A_e = 0;
//Calculation logic:
TensionMember tm = new TensionMember();
A_e = tm.GetEffectiveNetArea(A_n, U, A_g, A_connected, IsPartiallyWeldedWithTransverseWelds, IsBoltedSplice);
return(new Dictionary <string, object>
{
{ "A_e", A_e }
});
}
