public static Dictionary<string, object> BoltGroupShearAndTensionAreas(string ShearAreaCaseId,double N_BoltRowParallel,double N_BoltRowPerpendicular,
double p_parallel,double p_perpendicular,double d_hole, double t_p,
double l_edgeParallel, double l_edgePerpendicular, string Code = "AISC360-10")
{
//Default values
double A_gv = 0;
double A_nv = 0;
double A_nt = 0;
//Calculation logic:
ShearAreaCase shearCase = ShearCaseParse(ShearAreaCaseId);
ShearAreaCalculator c = new ShearAreaCalculator(shearCase, N_BoltRowParallel, N_BoltRowPerpendicular,
p_parallel, p_perpendicular, d_hole, t_p, l_edgeParallel, l_edgePerpendicular);
A_gv = c.GetGrossAreaShear();
A_nv = c.GetNetAreaShear();
A_nt = c.GetNetAreaTension();
return new Dictionary<string, object>
{
{ "A_gv", A_gv }
,{ "A_nv", A_nv }
,{ "A_nt", A_nt }
};
}
private ShearAreaCalculator GetShearAreaCalc()
{
double d_hole = 7.0/8.0+2*(1.0/16.0);
double t =2*1.0;
ShearAreaCalculator c = new ShearAreaCalculator(Steel.AISC.ShearAreaCase.LBlock, 7, 2, 3, 3, d_hole, t, 1.5, 2.0);
return c;
}