public static Dictionary<string, object> HeadedAnchorPositionAndGroupFactors(string HeadedAnchorDeckCondition,string HeadedAnchorWeldCase,double N_saRib,double e_mid_ht,double h_r,
double w_r, string Code = "AISC360-10")
{
//Default values
double R_g = 0;
double R_p = 0;
//Calculation logic:
steel.DeckAtBeamCondition deckCondition;
bool IsValidHeadedAnchorDeckCondition = Enum.TryParse(HeadedAnchorDeckCondition, true, out deckCondition);
if (IsValidHeadedAnchorDeckCondition == false)
{
throw new Exception("Headed anchor position and group factor calculation failed. Invalid string provided for HeadedAnchorDeckCondition.");
}
steel.HeadedAnchorWeldCase studWeld;
bool IsValidHeadedAnchorWeldCase = Enum.TryParse(HeadedAnchorWeldCase, true, out studWeld);
if (IsValidHeadedAnchorWeldCase == false)
{
throw new Exception("Headed anchor position and group factor calculation failed. Invalid string provided for HeadedAnchorWeldCase.");
}
HeadedAnchor a = new HeadedAnchor();
R_g = a.GetGroupFactorR_g(deckCondition, studWeld, N_saRib, h_r, w_r);
R_p = a.GetPlacementFactorR_p(deckCondition, studWeld, e_mid_ht);
return new Dictionary<string, object>
{
{ "R_g", R_g }
,{ "R_p", R_p }
};
}
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 }
};
}