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 }
});
}
public ShearAreaCalculator(ShearAreaCase Case, double N_BoltParallel, double N_BoltPerpendicular,
double p_parallel, double p_perpendicular, double d_Hole, double t,
double l_edgeParallel, double l_edgePerpendicular)
{
this.Case = Case;
this.N_BoltParallel =N_BoltParallel;
this.N_BoltPerpendicular=N_BoltPerpendicular;
this.d_Hole =d_Hole;
this.t = t;
this.p_parallel = p_parallel;
this.p_perpendicular = p_perpendicular;
this.l_edgeParallel = l_edgeParallel;
this.l_edgePerpendicular = l_edgePerpendicular;
}
public ShearAreaCalculator(ShearAreaCase Case, double N_BoltParallel, double N_BoltPerpendicular,
double p_parallel, double p_perpendicular, double d_Hole, double t,
double l_edgeParallel, double l_edgePerpendicular)
{
this.Case = Case;
this.N_BoltParallel = N_BoltParallel;
this.N_BoltPerpendicular = N_BoltPerpendicular;
this.d_Hole = d_Hole;
this.t = t;
this.p_parallel = p_parallel;
this.p_perpendicular = p_perpendicular;
this.l_edgeParallel = l_edgeParallel;
this.l_edgePerpendicular = l_edgePerpendicular;
}
