private void Button_Click(object sender, RoutedEventArgs e)
{
ExportedResults exportedResults = DataExtraction.ExtractSAPInfo.PopulateDesignResults();
//AMIT WHERE CAN I STORE THE OBJECT ABOVE
}
/// <summary>
/// ALEKSANDRA COPY AND PASTE DATAEXTRACTION.TESTING CODE HERE
/// </summary>
/// <returns></returns>
public static ExportedResults PopulateDesignResults()
{
//Attach to existing SAP2000v22 model
cHelper myHelper = new Helper();
cOAPI mySapObject = myHelper.GetObject("CSI.SAP2000.API.SapObject");
cSapModel mySapModel = mySapObject.SapModel;
//Get list of all frames
int numbernames = 0;
string[] names = null;
mySapModel.FrameObj.GetNameList(ref numbernames, ref names);
string outputname = "";
for (int i = 0; i < numbernames; i++)
{
bool notselected = false;
mySapModel.FrameObj.GetSelected(names[i], ref notselected);
if (notselected)
{
outputname = names[i];
break;
}
}
string point1 = "";
string point2 = "";
mySapModel.FrameObj.GetPoints(outputname, ref point1, ref point2);
double x1 = 0;
double y1 = 0;
double z1 = 0;
double x2 = 0;
double y2 = 0;
double z2 = 0;
mySapModel.PointObj.GetCoordCartesian(point1, ref x1, ref y1, ref z1);
mySapModel.PointObj.GetCoordCartesian(point2, ref x2, ref y2, ref z2);
string pointname = point1;
if (z2 < z1)
{
pointname = point2;
}
int numres = 0;
string[] obj = null;
string[] elm = null;
string[] loadcase = null;
string[] steptype = null;
double[] stepnum = null;
double[] f1 = null;
double[] f2 = null;
double[] f3 = null;
double[] m1 = null;
double[] m2 = null;
double[] m3 = null;
mySapModel.Results.JointReact(pointname, eItemTypeElm.ObjectElm, ref numres, ref obj, ref elm, ref loadcase, ref steptype, ref stepnum, ref f1, ref f2, ref f3, ref m1, ref m2, ref m3);
List <ForceObject> exportforce = new List <ForceObject>();
for (int j = 0; j < numres; j++)
{
ForceObject fobj = new ForceObject(f1[j], f2[j], f3[j], m1[j], m2[j], m3[j]);
exportforce.Add(fobj);
}
string propname = "";
string sauto = "";
mySapModel.FrameObj.GetSection(outputname, ref propname, ref sauto);
double fy = 0;
double fu = 0;
double efy = 0;
double efu = 0;
int sstype = 0;
int sshys = 0;
double strainhard = 0;
double strainmax = 0;
double strainrupt = 0;
string matprop = "";
mySapModel.PropFrame.GetMaterial(propname, ref matprop);
mySapModel.PropMaterial.GetOSteel(matprop, ref fy, ref fu, ref efy, ref efu, ref sstype, ref sshys, ref strainhard, ref strainmax, ref strainrupt);
Steel steel = new Steel(matprop, fy);
Column col = new Column(propname, steel);
ExportedResults expres = new ExportedResults();
expres._column = col;
expres._name = outputname;
expres._exportedforces = exportforce;
return(expres);
}
public static DesignResults DesignGravity(BPDesign bpdesign)
{
ISection col = bpdesign._column;
Foundation fndn = bpdesign._fndn;
Baseplate bp = bpdesign._bp;
ExportedResults exres = bpdesign._exres;
//AnchorRod anchors = bpdesign._anchors;
DesignResults desresult = new DesignResults();
//gravity baseplate design here
double Pu;
double fprimec;
double bpArea;
double fndnArea;
double sqrtA2A1;
double Pp;
double phiPn;
double m;
double n;
double d = col._d;
double bf = col._bf;
double X;
double lambda;
double lambdaNprime;
double l;
double tMin;
double fy = bp._steel._Fy;
double B = bp._width;
double N = bp._height;
//Axial checks
Pu = Math.Abs(exres._exportedforces._Fz);
fprimec = fndn._concrete._fprimec;
bpArea = B * N;
fndnArea = fndn._width * fndn._height;
sqrtA2A1 = Math.Min(Math.Sqrt(fndnArea / bpArea), 2);
Pp = Math.Min(0.85 * fprimec * bpArea * sqrtA2A1, 1.7 * fprimec * bpArea);
phiPn = Math.Round(PHI_C * Pp, 2);
desresult.BearingCapacity = phiPn;
desresult.BearingDCR = Math.Round(Pu / phiPn, 2);
//Min baseplate thickness
m = (bp._height - 0.95 * d) / 2;
n = (bp._width - 0.8 * bf) / 2;
X = ((4 * d * bf) / Math.Pow((d + bf), 2)) * desresult.BearingDCR;
lambda = Math.Min((2 * Math.Sqrt(X)) / (1 + (Math.Sqrt(1 - X))), 1);
lambdaNprime = lambda * (Math.Sqrt(d * bf) / 4);
l = Math.Max(m, Math.Max(n, lambdaNprime));
tMin = Math.Round(l * Math.Sqrt((2 * Pu) / (PHI_B * fy * B * N)), 2);
desresult.MinReqdThickness = tMin;
// Anchor Rod Checks
desresult.AnchorRodTension = 10;
return(desresult);
}
