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; }