public void TestMethod1()
{
BPDesign bpdesign = new BPDesign(); //create this object on your own
DesignResults desresults = Designer.Designer.Designerstuff(bpdesign);
Assert.AreEqual(desresults.AnchorRodTension, 10);
}
public static DesignResults DesignGravity(BPDesign bpdesign)
{
//Column col = bpdesign._column;
DesignResults desresult = new DesignResults();
desresult.MaximumBendingCapacity = 10;
//gravity baseplate design here
return(desresult);
}
private void Run_Click(object sender, RoutedEventArgs e)
{
//create bpdesign object
BPDesign bpdes = new BPDesign();
bpdes._bp = State.instance.basePlate;
bpdes._exres = State.instance.exportedresults;
bpdes._fndn = State.instance.foundation;
ISection isection = Collection.GetISectionbyName(State.instance.exportedresults._column._section.ToUpper());
bpdes._column = isection;
DesignResults desres = Designer.AISCDG1.DesignGravity(bpdes);
}
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);
}
public static DesignResults DesignGravity(BPDesign bpdesign)
{
ISection col = bpdesign._column;
Foundation fndn = bpdesign._fndn;
Baseplate bp = bpdesign._bp;
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;
DesignResults desresult = new DesignResults();
foreach (ForceObject fobj in bpdesign._exres._exportedforces)
{
//Axial checks
Pu = fobj._Fz;
fprimec = 4;
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);
if (desresult.BearingCapacity < phiPn)
{
desresult.BearingCapacity = phiPn;
desresult.BearingDCR = Math.Round(Pu / phiPn, 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)) * Math.Round(Pu / phiPn, 2);
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);
if (desresult.MinReqdThickness < tMin)
{
desresult.MinReqdThickness = tMin;
}
}
// Anchor Rod Checks
return desresult;
}
public static DesignResults DesignLateral(BPDesign input)
{
return(null);
//perform shear lug and other stuff here
}
