public static Dictionary <string, object> MinimumPlateThicknessEffectsOfPryingAction(double d_b, double d_hole, double T_bolt, double a_edge, double b_stem, double p, double B_bolt,
double F_u, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
//Calculation logic:
PryingActionElement pac = new PryingActionElement(d_b, d_hole, b_stem, a_edge, p, B_bolt, F_u);
t_min = pac.GetMinimumThickness(T_bolt);
return(new Dictionary <string, object>
{
{ "t_min", t_min }
});
}
public static Dictionary <string, object> MaximumTensileForceWithEffectsOfPryingAction(double d_b, double d_hole, double t_p, double a_edge, double b_stem, double p, double B_bolt,
double F_u, string Code = "AISC360-10")
{
//Default values
double phiT_n = 0;
//Calculation logic:
PryingActionElement pac = new PryingActionElement(d_b, d_hole, b_stem, a_edge, p, B_bolt, F_u);
phiT_n = pac.GetMaximumBoltTensionForce(t_p);
return(new Dictionary <string, object>
{
{ "phiT_n", phiT_n }
});
}
public void PryingActionReturnsAvailableTension()
{
//AISC Design Guide 29
//Page 232
double d_b = 1.0;
double d_holePrime = 1.0625;
double b_stem = 2.82; //distance to stem of angle AISC manual Fig 9-4
double a_edge = 1.93; //distance to face of angle AISC manual Fig 9-4
double p = 3.0;
double B_bolt = 56.1;
double F_u = 58.0;
PryingActionElement pac = new PryingActionElement(d_b, d_holePrime, b_stem, a_edge, p, B_bolt, F_u);
double t_p = 0.5;
double T = pac.GetMaximumBoltTensionForce(t_p);
Assert.True(Math.Ceiling(6.96) == Math.Ceiling(T));
}
