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> TriangularSeatStiffenerPlateThicknessToPrecludeBuckling(double a_seat, double b_seat, double F_y, double E)
{
//Default values
double t_p = 0;
//Calculation logic:
SeatedConnection sc = new SeatedConnection(a_seat, b_seat, F_y, E);
t_p = sc.TriangularSeatStiffenerPlateThicknessToPrecludeBuckling(a_seat, b_seat, F_y, E);
return(new Dictionary <string, object>
{
{ "t_p", t_p }
});
}
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 }
});
}
