public ColumnBaseResult GetResult(SteelColumnBase columnBase)
{
ColumnBaseResult columnBaseResult = new ColumnBaseResult();
columnBaseResult.LoadCases = BarLoadSetProcessor.GetLoadCases(columnBase.Loads);
RectCrossSection rect = new RectCrossSection(columnBase.Width, columnBase.Length);
MassProperty massProperty = RectProcessor.GetRectMassProperty(rect);
double Bx = columnBase.WidthBoltDist / 2;
double By = columnBase.LengthBoltDist / 2;
double minStress = double.PositiveInfinity;
double maxStress = double.NegativeInfinity;
double minStressTmp;
double maxStressTmp;
foreach (BarLoadSet LoadCase in columnBaseResult.LoadCases)
{
StressInRect stress = BarLoadSetProcessor.MinMaxStressInBarSection(LoadCase, massProperty);
minStressTmp = stress.MinStress;
maxStressTmp = stress.MaxStress;
if (minStressTmp < minStress)
{
minStress = minStressTmp;
}
if (maxStressTmp > maxStress)
{
maxStress = maxStressTmp;
}
}
columnBaseResult.MinStress = minStress;
columnBaseResult.MaxStress = maxStress;
return(columnBaseResult);
}
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);
}
private ListViewItem NewItemFromSteelColumnBase(SteelColumnBase obj)
{
ListViewItem NewItem = new ListViewItem();
EditItemFromSteelColumnBase(NewItem, obj);
lvDetails.Items.Add(NewItem);
return(NewItem);
}
public WndSteelColumnBase(SteelColumnBase steelColumnBase)
{
InitializeComponent();
_steelColumnBase = steelColumnBase;
#region Initial parametrs
tbxName.Text = _steelColumnBase.Name;
tbxWidth.Text = Convert.ToString(_steelColumnBase.Width * 1000);
tbxLength.Text = Convert.ToString(_steelColumnBase.Length * 1000);
tbxThickness.Text = Convert.ToString(_steelColumnBase.Thickness * 1000);
tbxWidthBoltDist.Text = Convert.ToString(_steelColumnBase.WidthBoltDist * 1000);
tbxLengthBoltDist.Text = Convert.ToString(_steelColumnBase.LengthBoltDist * 1000);
tbxConcreteStrength.Text = Convert.ToString(_steelColumnBase.ConcreteStrength / 1000000);
#endregion
}
private void EditItemFromSteelColumnBase(ListViewItem Item, SteelColumnBase columnBase)
{
Item.SubItems.Clear();
Item.Text = columnBase.Name;
Item.SubItems.Add(Convert.ToString(columnBase.Width) + "x" + Convert.ToString(columnBase.Length));
Item.SubItems.Add(Convert.ToString(columnBase.WidthBoltDist) + "x" + Convert.ToString(columnBase.LengthBoltDist));
SteelColumnBaseProcessor columBaseProcessor = new SteelColumnBaseProcessor();
ColumnBaseResult baseResult = columBaseProcessor.GetResult(columnBase);
double maxStress = baseResult.MaxStress;
maxStress = Math.Round(maxStress / 1000) / 1000;
double minStress = baseResult.MinStress;
minStress = Math.Round(minStress / 1000) / 1000;
Item.SubItems.Add(Convert.ToString(maxStress) + " / " + Convert.ToString(minStress));
}
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;
}
}
}
public BarLoadSet(SteelColumnBase steelColumnBase)
{
SetDefault1();
steelColumnBase.Loads.Add(this);
SteelColumnBase = steelColumnBase;
}
