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Templates was added

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This commit is contained in:
Evgeny Redikultsev
2022-11-13 15:46:50 +05:00
parent ba609091aa
commit 1e98e2cc57
20 changed files with 550 additions and 161 deletions
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199
Windows/MainWindow/MainViewModel.cs
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@@ -1,35 +1,32 @@
using System;
using LoaderCalculator.Data.Ndms;
using StructureHelper.Infrastructure;
using StructureHelper.Infrastructure.Enums;
using StructureHelper.Infrastructure.UI.DataContexts;
using StructureHelper.Infrastructure.UI.PrimitiveTemplates;
using StructureHelper.MaterialCatalogWindow;
using StructureHelper.Models.Materials;
using StructureHelper.Services.Primitives;
using StructureHelper.UnitSystem;
using StructureHelper.Windows.CalculationWindows.CalculationPropertyWindow;
using StructureHelper.Windows.CalculationWindows.CalculationResultWindow;
using StructureHelper.Windows.ColorPickerWindow;
using StructureHelper.Windows.MainWindow.Materials;
using StructureHelper.Windows.PrimitiveProperiesWindow;
using StructureHelper.Windows.PrimitiveTemplates.RCs.RectangleBeam;
using StructureHelper.Windows.ViewModels.Calculations.CalculationProperies;
using StructureHelper.Windows.ViewModels.Calculations.CalculationResult;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Strings;
using StructureHelperLogics.Models.Calculations.CalculationProperties;
using StructureHelperLogics.Models.Templates.RCs;
using StructureHelperLogics.Services.NdmCalculations;
using System;
using System.Collections.Generic;
using System.Collections.ObjectModel;
using System.Linq;
using System.Windows.Forms;
using System.Windows.Input;
using StructureHelper.Infrastructure;
using StructureHelper.Infrastructure.Enums;
using StructureHelper.Infrastructure.Extensions;
using StructureHelper.Infrastructure.UI.DataContexts;
using StructureHelper.MaterialCatalogWindow;
using StructureHelper.Services;
using StructureHelper.Windows.ColorPickerWindow;
using StructureHelper.UnitSystem;
using StructureHelper.Models.Materials;
using LoaderCalculator.Data.Matrix;
using LoaderCalculator.Data.Ndms;
using StructureHelper.Services.ResultViewers;
using StructureHelper.Windows.ViewModels.Calculations.CalculationProperies;
using StructureHelperLogics.Models.Calculations.CalculationProperties;
using StructureHelper.Windows.CalculationWindows.CalculationPropertyWindow;
using StructureHelperLogics.Services;
using StructureHelper.Windows.CalculationWindows.CalculationResultWindow;
using StructureHelper.Windows.ViewModels.Calculations.CalculationResult;
using StructureHelper.Services.Primitives;
using StructureHelper.Windows.PrimitiveProperiesWindow;
using StructureHelper.Windows.MainWindow.Materials;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Strings;
using StructureHelperLogics.Models.Materials;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperLogics.Models.Materials.Factories;
namespace StructureHelper.Windows.MainWindow
{
@@ -131,7 +128,9 @@ namespace StructureHelper.Windows.MainWindow
public ICommand EditCalculationPropertyCommand { get; }
public ICommand EditHeadMaterialsCommand { get; }
public ICommand EditPrimitive { get; }
public ICommand AddTestCase { get; }
public ICommand AddBeamCase { get; }
public ICommand AddColumnCase { get; }
public ICommand AddSlabCase { get; }
public ICommand LeftButtonDown { get; }
public ICommand LeftButtonUp { get; }
public ICommand PreviewMouseMove { get; }
@@ -281,14 +280,34 @@ namespace StructureHelper.Windows.MainWindow
o => SelectedPrimitive != null
);
AddTestCase = new RelayCommand(o =>
AddBeamCase = new RelayCommand(o =>
{
foreach (var primitive in GetTestCasePrimitives())
foreach (var primitive in GetBeamCasePrimitives())
{
Primitives.Add(primitive);
PrimitiveRepository.Add(primitive);
}
AddTestLoads();
AddCaseLoads(50e3d, 50e3d, 0d);
});
AddColumnCase = new RelayCommand(o =>
{
foreach (var primitive in GetColumnCasePrimitives())
{
Primitives.Add(primitive);
PrimitiveRepository.Add(primitive);
}
AddCaseLoads(50e3d, 50e3d, -100e3d);
});
AddSlabCase = new RelayCommand(o =>
{
foreach (var primitive in GetSlabCasePrimitives())
{
Primitives.Add(primitive);
PrimitiveRepository.Add(primitive);
}
AddCaseLoads(-20e3d, 0d, 0d);
});
Calculate = new RelayCommand(o =>
@@ -354,9 +373,9 @@ namespace StructureHelper.Windows.MainWindow
}
try
{
IEnumerable<INdm> ndms = Model.GetNdms();
CalculationService calculationService = new CalculationService();
var loaderResults = calculationService.GetCalculationResults(calculationProperty, ndms);
IEnumerable<INdm> ndms = Model.GetNdms(calculationProperty);
CalculationService calculationService = new CalculationService(calculationProperty);
var loaderResults = calculationService.GetCalculationResults(ndms);
var wnd = new CalculationResultView(new CalculationResultViewModel(loaderResults, ndms));
wnd.ShowDialog();
}
@@ -379,52 +398,90 @@ namespace StructureHelper.Windows.MainWindow
return true;
}
private IEnumerable<PrimitiveBase> GetTestCasePrimitives()
private IEnumerable<PrimitiveBase> GetBeamCasePrimitives()
{
var width = 0.4d;
var height = 0.6d;
var area1 = Math.PI * 0.012d * 0.012d / 4d;
var area2 = Math.PI * 0.025d * 0.025d / 4d;
var gap = 0.05d;
var rectMaterial = new ConcreteDefinition("C40", 0, 40, 0, 1.3, 1.5);
var pointMaterial = new RebarDefinition("S400", 2, 400, 400, 1.15, 1.15);
IHeadMaterial concrete = new HeadMaterial() { Name = "Concrete 40"};
concrete.HelperMaterial = Model.HeadMaterialRepository.LibMaterials.Where(x => (x.MaterialType == MaterialTypes.Concrete & x.Name.Contains("40"))).First();
IHeadMaterial reinforcement = new HeadMaterial() { Name = "Reinforcement 400"};
reinforcement.HelperMaterial = Model.HeadMaterialRepository.LibMaterials.Where(x => (x.MaterialType == MaterialTypes.Reinforcement & x.Name.Contains("400"))).First();
headMaterials.Add(concrete);
headMaterials.Add(reinforcement);
OnPropertyChanged(nameof(headMaterials));
yield return new Rectangle(width, height, 0, 0, this) { Material = rectMaterial, MaterialName = rectMaterial.MaterialClass, HeadMaterial = concrete };
yield return new Point(area1, -width / 2 + gap, -height / 2 + gap, this) { Material = pointMaterial, MaterialName = pointMaterial.MaterialClass, HeadMaterial = reinforcement };
yield return new Point(area1, width / 2 - gap, -height / 2 + gap, this) { Material = pointMaterial, MaterialName = pointMaterial.MaterialClass, HeadMaterial = reinforcement };
yield return new Point(area2, -width / 2 + gap, height / 2 - gap, this) { Material = pointMaterial, MaterialName = pointMaterial.MaterialClass, HeadMaterial = reinforcement };
yield return new Point(area2, width / 2 - gap, height / 2 - gap, this) { Material = pointMaterial, MaterialName = pointMaterial.MaterialClass, HeadMaterial = reinforcement };
var template = new RectangleBeamTemplate();
return GetCasePrimitives(template);
}
private IEnumerable<PrimitiveBase> GetColumnCasePrimitives()
{
var template = new RectangleBeamTemplate(0.5d, 0.5d) { CoverGap = 0.05, WidthCount = 3, HeightCount = 3, TopDiameter = 0.025d, BottomDiameter = 0.025d };
return GetCasePrimitives(template);
}
private IEnumerable<PrimitiveBase> GetSlabCasePrimitives()
{
var template = new RectangleBeamTemplate(1d, 0.2d) { CoverGap = 0.04, WidthCount = 5, HeightCount = 2, TopDiameter = 0.012d, BottomDiameter = 0.012d };
return GetCasePrimitives(template);
}
private void EditCalculationProperty()
{
CalculationPropertyViewModel viewModel = new CalculationPropertyViewModel(calculationProperty);
var view = new CalculationPropertyView(viewModel);
view.ShowDialog();
}
private void AddTestLoads()
private void AddCaseLoads(double mx, double my, double nz)
{
calculationProperty.ForceCombinations.Clear();
calculationProperty.ForceCombinations.Add(new ForceCombination());
calculationProperty.ForceCombinations[0].ForceMatrix.Mx = 40e3d;
calculationProperty.ForceCombinations[0].ForceMatrix.My = 20e3d;
calculationProperty.ForceCombinations[0].ForceMatrix.Nz = 0d;
calculationProperty.ForceCombinations.Add(new ForceCombination());
calculationProperty.ForceCombinations[1].ForceMatrix.Mx = 200e3d;
calculationProperty.ForceCombinations[1].ForceMatrix.My = 0d;
calculationProperty.ForceCombinations[1].ForceMatrix.Nz = 0d;
calculationProperty.ForceCombinations.Add(new ForceCombination());
calculationProperty.ForceCombinations[2].ForceMatrix.Mx = 50e3d;
calculationProperty.ForceCombinations[2].ForceMatrix.My = 50e3d;
calculationProperty.ForceCombinations[2].ForceMatrix.Nz = 0d;
ForceCombination combination = new ForceCombination();
combination.ForceMatrix.Mx = mx;
combination.ForceMatrix.My = my;
combination.ForceMatrix.Nz = nz;
calculationProperty.ForceCombinations.Add(combination);
}
private IEnumerable<PrimitiveBase> GetCasePrimitives(RectangleBeamTemplate template)
{
var wnd = new RectangleBeamView(template);
wnd.ShowDialog();
if (wnd.DialogResult == true)
{
var rect = template.Shape as StructureHelperCommon.Models.Shapes.Rectangle;
var width = rect.Width;
var height = rect.Height;
var area1 = Math.PI * template.BottomDiameter * template.BottomDiameter / 4d;
var area2 = Math.PI * template.TopDiameter * template.TopDiameter / 4d;
var gap = template.CoverGap;
IHeadMaterial concrete = new HeadMaterial() { Name = "Concrete 40" };
concrete.HelperMaterial = Model.HeadMaterialRepository.LibMaterials.Where(x => (x.MaterialType == MaterialTypes.Concrete & x.Name.Contains("40"))).First();
IHeadMaterial reinforcement = new HeadMaterial() { Name = "Reinforcement 400" };
reinforcement.HelperMaterial = Model.HeadMaterialRepository.LibMaterials.Where(x => (x.MaterialType == MaterialTypes.Reinforcement & x.Name.Contains("400"))).First();
headMaterials.Add(concrete);
headMaterials.Add(reinforcement);
OnPropertyChanged(nameof(headMaterials));
double[] xs = new double[] { -width / 2 + gap, width / 2 - gap };
double[] ys = new double[] { -height / 2 + gap, height / 2 - gap };
yield return new Rectangle(width, height, 0, 0, this) { HeadMaterial = concrete };
yield return new Point(area1, xs[0], ys[0], this) { HeadMaterial = reinforcement };
yield return new Point(area1, xs[1], ys[0], this) { HeadMaterial = reinforcement };
yield return new Point(area2, xs[0], ys[1], this) { HeadMaterial = reinforcement };
yield return new Point(area2, xs[1], ys[1], this) { HeadMaterial = reinforcement };
if (template.WidthCount > 2)
{
int count = template.WidthCount - 1;
double dist = (xs[1] - xs[0]) / count;
for (int i = 1; i < count; i++)
{
yield return new Point(area1, xs[0] + dist * i, ys[0], this) { HeadMaterial = reinforcement };
yield return new Point(area2, xs[0] + dist * i, ys[1], this) { HeadMaterial = reinforcement };
}
}
if (template.HeightCount > 2)
{
int count = template.HeightCount - 1;
double dist = (ys[1] - ys[0]) / count;
for (int i = 1; i < count; i++)
{
yield return new Point(area1, xs[0], ys[0] + dist * i, this) { HeadMaterial = reinforcement };
yield return new Point(area1, xs[1], ys[0] + dist * i, this) { HeadMaterial = reinforcement };
}
}
}
}
}
}