public void CheckSteelBasePart()
{
SteelColumnBase steelColumnBase = new SteelColumnBase();
steelColumnBase.Width = 1;
steelColumnBase.Length = 1;
steelColumnBase.Thickness = 0.05;
BarLoadSet columnLoadSet = new BarLoadSet(steelColumnBase);
columnLoadSet.Force_Nz = -100000;
columnLoadSet.PartialSafetyFactor = 1;
SteelBasePart steelBasePart = new SteelBasePart(steelColumnBase);
steelBasePart.FixLeft = true;
steelBasePart.FixRight = true;
steelBasePart.FixTop = false;
steelBasePart.FixBottom = false;
steelBasePart.Width = 1;
steelBasePart.Length = 1;
SteelColumnBaseProcessor columBaseProcessor = new SteelColumnBaseProcessor();
ColumnBaseResult columnResult = columBaseProcessor.GetResult(steelColumnBase);
ColumnBasePartResult baseResult = SteelColumnBasePartProcessor.GetResult(steelBasePart);
Assert.AreEqual(300, baseResult.MaxStress / 1000000, 10);
}
public static BarLoadSet SumForcesInNew(BarLoadSet firstLoadSet, BarLoadSet secondLoadSet, double koeff)
{
BarLoadSet newLoadSet = new BarLoadSet(0);
SumForces(newLoadSet, firstLoadSet, 1.0);
SumForces(newLoadSet, secondLoadSet, koeff);
return(newLoadSet);
}
private ListViewItem NewItemFromColumnLoadSet(BarLoadSet obj)
{
ListViewItem NewItem = new ListViewItem();
EditItemFromColumnLoadSet(NewItem, obj);
lvDetails.Items.Add(NewItem);
return(NewItem);
}
private void EditItemFromColumnLoadSet(ListViewItem Item, BarLoadSet loadSet)
{
Item.SubItems.Clear();
Item.Text = loadSet.LoadSet.Name;
Item.SubItems.Add(Convert.ToString(loadSet.Force.Force_Nz / 1000));
Item.SubItems.Add(Convert.ToString(loadSet.Force.Force_Mx / 1000));
Item.SubItems.Add(Convert.ToString(loadSet.Force.Force_My / 1000));
Item.SubItems.Add(Convert.ToString(loadSet.Force.Force_Qx / 1000));
Item.SubItems.Add(Convert.ToString(loadSet.Force.Force_Qy / 1000));
}
public static double StressInBarSection(BarLoadSet loadCase, MassProperty massProperty, double dx, double dy)
{
double stress;
double Nz = loadCase.Force.Force_Nz;
double Mx = loadCase.Force.Force_Mx;
double My = loadCase.Force.Force_My;
double A = massProperty.A;
double Ix = massProperty.Ix;
double Iy = massProperty.Iy;
stress = Nz / A + Mx / (Ix / dy) - My / (Iy / dx);
return(stress);
}
public static StressInRect MinMaxStressInBarSection(BarLoadSet loadCase, MassProperty massProperty)
{
StressInRect stress = new StressInRect();
double Nz = loadCase.Force.Force_Nz;
double Mx = loadCase.Force.Force_Mx;
double My = loadCase.Force.Force_My;
double A = massProperty.A;
double Wx = massProperty.Wx;
double Wy = massProperty.Wy;
stress.MinStress = Nz / A - Math.Abs(Mx / Wx) - Math.Abs(My / Wy);
stress.MaxStress = Nz / A + Math.Abs(Mx / Wx) + Math.Abs(My / Wy);
return(stress);
}
public static StressInRect MInMaxStressInBarSection(BarLoadSet loadCase, MassProperty massProperty, double dx, double dy)
{
StressInRect stress = new StressInRect();
double Nz = loadCase.Force.Force_Nz;
double Mx = loadCase.Force.Force_Mx;
double My = loadCase.Force.Force_My;
double A = massProperty.A;
double Ix = massProperty.Ix;
double Iy = massProperty.Iy;
stress.MinStress = Nz / A - Math.Abs(Mx / (Ix / dy)) - Math.Abs(My / (Iy / dx));
stress.MaxStress = Nz / A + Math.Abs(Mx / (Ix / dy)) + Math.Abs(My / (Iy / dx));
return(stress);
}
public static void SumForces(BarLoadSet oldLoadSet, BarLoadSet secondLoadSet, double koeff)
{
if (!String.IsNullOrEmpty(oldLoadSet.LoadSet.Name))
{
oldLoadSet.LoadSet.Name += " + ";
}
oldLoadSet.LoadSet.Name += secondLoadSet.LoadSet.Name + "*(" + Convert.ToString(secondLoadSet.LoadSet.PartialSafetyFactor * koeff) + ")";
oldLoadSet.Force.Force_Nz += secondLoadSet.Force.Force_Nz * secondLoadSet.LoadSet.PartialSafetyFactor * koeff;
oldLoadSet.Force.Force_Mx += secondLoadSet.Force.Force_Mx * secondLoadSet.LoadSet.PartialSafetyFactor * koeff;
oldLoadSet.Force.Force_My += secondLoadSet.Force.Force_My * secondLoadSet.LoadSet.PartialSafetyFactor * koeff;
oldLoadSet.Force.Force_Qx += secondLoadSet.Force.Force_Qx * secondLoadSet.LoadSet.PartialSafetyFactor * koeff;
oldLoadSet.Force.Force_Qy += secondLoadSet.Force.Force_Qy * secondLoadSet.LoadSet.PartialSafetyFactor * koeff;
oldLoadSet.LoadSet.PartialSafetyFactor = 1;
return;
}
public wndForces(BarLoadSet loadSet)
{
InitializeComponent();
_loadSet = loadSet;
tbxName.Text = _loadSet.LoadSet.Name;
tbxForce_Nz.Text = Convert.ToString(_loadSet.Force.Force_Nz / 1000);
tbxForce_Mx.Text = Convert.ToString(_loadSet.Force.Force_Mx / 1000);
tbxForce_My.Text = Convert.ToString(_loadSet.Force.Force_My / 1000);
tbxForce_Qx.Text = Convert.ToString(_loadSet.Force.Force_Qx / 1000);
tbxForce_Qy.Text = Convert.ToString(_loadSet.Force.Force_Qy / 1000);
tbxPartialSafetyFactor.Text = Convert.ToString(_loadSet.LoadSet.PartialSafetyFactor);
cbIsDeadLoad.IsChecked = _loadSet.LoadSet.IsDeadLoad;
cbBothSign.IsChecked = _loadSet.LoadSet.BothSign;
_force = _loadSet.Force;
_tmpForce = (Force)_loadSet.Force.Clone();
lvForcesList.ItemsSource = _force.ForceParameters;
}
public static List <BarLoadSet> GetLoadCases(List <BarLoadSet> columnLoadSets)
{
List <BarLoadSet> LoadCases = new List <BarLoadSet>();
LoadCases.Add(new BarLoadSet(0));
List <BarLoadSet> tmpLoadSets = new List <BarLoadSet>();
foreach (BarLoadSet columnLoadSet in columnLoadSets)
{
tmpLoadSets.Add(columnLoadSet);
}
while (tmpLoadSets.Count > 0)
{
BarLoadSet LoadSet = tmpLoadSets[0];
List <BarLoadSet> tmpLoadCases = new List <BarLoadSet>();
foreach (BarLoadSet LoadCase in LoadCases)
{
tmpLoadCases.Add(LoadCase);
}
foreach (BarLoadSet LoadCase in tmpLoadCases)
{
if (LoadSet.LoadSet.IsDeadLoad)
{
BarLoadSetProcessor.SumForces(LoadCase, LoadSet, 1.0);
}
else
{
LoadCases.Add(BarLoadSetProcessor.SumForcesInNew(LoadCase, LoadSet, 1.0));
if (LoadSet.LoadSet.BothSign)
{
LoadCases.Add(BarLoadSetProcessor.SumForcesInNew(LoadCase, LoadSet, -1.0));
}
}
}
tmpLoadSets.Remove(LoadSet);
}
return(LoadCases);
}
private void tsbNew_Click(object sender, EventArgs e)
{
ProgrammSettings.IsDataChanged = true;
switch (_formType) //
{
case "Buildings":
{
break;
}
case "Levels":
{
Level level = new Level((Building)_parentObject);
NewItemFromLevel(level);
break;
}
//Add new Opening
case "OpeningPlacings":
{
OpeningPlacing openingPlacing = new OpeningPlacing((Wall)_parentObject);
NewItemFromOpeningPlacing(openingPlacing);
break;
}
//Add new OpeningType
case "OpeningTypes":
{
OpeningType openingType = new OpeningType((Building)_parentObject);
NewItemFromOpeningType(openingType);
break;
}
case ObjColumnBaseParts:
{
SteelBasePart basePart = new SteelBasePart((SteelColumnBase)_parentObject);
NewItemFromColumnBasePart(basePart);
break;
}
case ObjBarForses:
{
BarLoadSet columnLoadSet = new BarLoadSet((SteelColumnBase)_parentObject);
NewItemFromColumnLoadSet(columnLoadSet);
break;
}
case ObjSteelColumnBases:
{
SteelColumnBase steelColumnBase = new SteelColumnBase((Level)_parentObject);
NewItemFromSteelColumnBase(steelColumnBase);
#region Вложенные объекты по умолчанию
//Нагрузка
BarLoadSet columnLoadSet = new BarLoadSet(steelColumnBase);
columnLoadSet.LoadSet.Name = "Постоянная";
//Участок №1
SteelBasePart basePart1 = new SteelBasePart(steelColumnBase);
basePart1.Name = "1";
basePart1.Width = 0.290;
basePart1.Length = 0.200;
basePart1.Center[0] = 0.155;
basePart1.Center[1] = 0.350;
basePart1.FixLeft = true;
basePart1.FixRight = false;
basePart1.FixTop = false;
basePart1.FixBottom = true;
basePart1.AddSymmetricX = true;
basePart1.AddSymmetricY = true;
//Участок №2
SteelBasePart basePart2 = new SteelBasePart(steelColumnBase);
basePart2.Name = "2";
basePart2.Width = 0.290;
basePart2.Length = 0.480;
basePart2.Center[0] = 0.155;
basePart2.Center[1] = 0;
basePart2.FixLeft = true;
basePart2.FixRight = false;
basePart2.FixTop = true;
basePart2.FixBottom = true;
basePart2.AddSymmetricX = false;
basePart2.AddSymmetricY = true;
#endregion
break;
}
case "Walls":
{
Wall wall = new Wall((Level)_parentObject);
NewItemFromWall(wall);
break;
}
case "WallTypes":
{
WallType wallType = new WallType((Building)_parentObject);
NewItemFromWallType(wallType);
break;
}
}
}
