public static Dictionary<string, object> TriangularSeatStiffenerForces(double a_seat,double b_seat,double P_uSeat,double e_1)
{
//Default values
double N_u = 0;
double V_u = 0;
double M_u = 0;
//Calculation logic:
double F_y = 0.0; //F_y not used in this calculation
double E = 0; //E not used in this calculation
SeatedConnection sc = new SeatedConnection(a_seat, b_seat, F_y, E);
N_u = sc.GetTriangularSeatStiffenerDesignAxialForce(P_uSeat);
V_u = sc.GetTriangularSeatStiffenerDesignShear(P_uSeat);
M_u = sc.GetTriangularSeatStiffenerDesignMoment(P_uSeat, e_1);
return new Dictionary<string, object>
{
{ "N_u", N_u }
,{ "V_u", V_u }
,{ "M_u", M_u }
};
}
public static Dictionary<string, object> WeldStrengthForVerticalLegsOfSeat(double phiR_nWeld,double L_vSeat,double e_1)
{
//Default values
double phiR_n = 0;
//Calculation logic:
double F_y = 0.0; //F_y not used in this calculation
double E = 0; //E not used in this calculation
double b_seat = 0.0; //not used in this calculation
double a_seat = 0.0; //not used in this calculation
SeatedConnection sc = new SeatedConnection(a_seat, b_seat, F_y, E);
phiR_n = sc.GetWeldStrengthForVerticalLegsOfSeat(phiR_nWeld, L_vSeat, e_1);
return new Dictionary<string, object>
{
{ "phiR_n", phiR_n }
};
}
public static Dictionary<string, object> TriangularSeatStiffenerStrength(double a_seat,double b_seat,double t_p,double F_y,double E)
{
//Default values
double phiN_n = 0;
double phiV_n = 0;
double phiM_n = 0;
//Calculation logic:
SeatedConnection sc = new SeatedConnection(a_seat, b_seat, F_y, E);
phiN_n = sc.GetTriangularSeatStiffenerAxialStrength(t_p);
phiV_n = sc.GetTriangularSeatStiffenerShearStrength(t_p);
phiM_n = sc.GetTriangularSeatStiffenerMomentStrength(t_p);
return new Dictionary<string, object>
{
{ "phiN_n", phiN_n }
,{ "phiV_n", phiV_n }
,{ "phiM_n", phiM_n }
};
}