private void AddSection()
{
string name = SectionName.GetSectionName();
if (name != string.Empty)
{
Section s = new Section(mProject, name);
mProject.Sections.Add(s);
UpdateDisplayedProject();
CurrentSection = s;
}
}
public static Section FromStream(Project parent, BinaryReader r)
{
Section s = new Section(parent);
s.Name = r.ReadString();
s.SectionProperties = SectionProperties.FromStream(s, r);
s.SoilParameters = SoilParameters.FromStream(s, r);
return s;
}
public SoilParameters(Section parent)
{
mParent = parent;
mFillHeight = 3.0f;
mSoilUnitWeight = 20.0f;
mInternalFrictionAngle = 30.0f;
mSurcharge = 12.0f;
mBeddingCoefficient = 10000.0f;
mElasticityModulus = 30000.0f;
mPoissonsRatio = 0.3f;
mPerformRackingAnalysis = true;
mPGA = 0.4f;
}
public SectionProperties(Section parent)
{
mParent = parent;
mInnerWidth = 4.0f;
mInnerHeight = 3.0f;
mSlabThickness = 0.6f;
mFoundationThickness = 0.6f;
mOuterWallThickness = 0.5f;
mInnerWalls = 0;
mInnerWallThickness = 0.5f;
mHasSlabGussets = true;
mSlabGussetWidth = 0.5f;
mSlabGussetHeight = 0.25f;
}
public Section Clone()
{
Section s = new Section(mParent);
s.Name = Name;
s.SectionProperties = SectionProperties.Clone();
s.SoilParameters = SoilParameters.Clone();
return s;
}
private void DuplicateSection()
{
string name = SectionName.GetSectionName();
if (name != string.Empty)
{
Section s = CurrentSection.Clone();
s.Name = name;
mProject.Sections.Add(s);
UpdateDisplayedProject();
CurrentSection = s;
}
}
private void cbSections_SelectedIndexChanged(object sender, EventArgs e)
{
CurrentSection = (Section)cbSections.SelectedItem;
}
public static SoilParameters FromStream(Section parent, BinaryReader r)
{
SoilParameters s = new SoilParameters(parent);
s.FillHeight = r.ReadSingle();
s.SoilUnitWeight = r.ReadSingle();
s.InternalFrictionAngle = r.ReadSingle();
s.Surcharge = r.ReadSingle();
s.BeddingCoefficient = r.ReadSingle();
s.ElasticityModulus = r.ReadSingle();
s.PoissonsRatio = r.ReadSingle();
s.PerformRackingAnalysis = r.ReadBoolean();
s.PGA = r.ReadSingle();
return s;
}
public static SectionProperties FromStream(Section parent, BinaryReader r)
{
SectionProperties s = new SectionProperties(parent);
s.InnerWidth = r.ReadSingle();
s.InnerHeight = r.ReadSingle();
s.SlabThickness = r.ReadSingle();
s.FoundationThickness = r.ReadSingle();
s.OuterWallThickness = r.ReadSingle();
s.InnerWalls = r.ReadInt32();
s.InnerWallThickness = r.ReadSingle();
s.HasSlabGussets = r.ReadBoolean();
s.SlabGussetWidth = r.ReadSingle();
s.SlabGussetHeight = r.ReadSingle();
s.mParent.AnalysisModel.UpdateModel();
return s;
}
public CulvertView()
{
mCurrentSection = null;
mViewMode = ViewMode.Section;
mOutputMode = OutputMode.ServiceCombination;
mLoadMode = LoadMode.EarthFill;
mLabelMode = LabelMode.None;
mEnvelopeMode = EnvelopeMode.Envelope;
mDrawingPadding = 50;
mDimensionOffset = 0.2f;
mTextSize = 0.1f;
mFormWorkColor = Color.DarkBlue;
mShadingColor = Color.LightGray;
mDimensionColor = Color.Black;
mLoadColor = Color.Black;
mNegativeForceColor = Color.Red;
mPositiveForceColor = Color.Blue;
mEnvelopeForceColor = Color.Purple;
mFillTransparency = 0.65f;
mLineThickness = 3.0f;
mDimensionLineThickness = 1.0f;
ResizeRedraw = true;
InitializeComponent();
}
public void SetSection(Section section)
{
mCurrentSection = section;
if (mCurrentSection == null) return;
Model.Clear();
switch (ViewMode)
{
case ViewMode.Section:
DrawFormwork();
DrawDimensions();
break;
case ViewMode.AnalysisModel:
DrawAnalysisModel();
if ((LabelMode & LabelMode.Nodes) != LabelMode.None)
DrawNodeNumbers();
if ((LabelMode & LabelMode.Frames) != LabelMode.None)
DrawFrameNumbers();
break;
case ViewMode.Loads:
DrawCulvertFrame();
if (LoadMode == LoadMode.EarthFill)
DrawEarthFillLoad();
else if (LoadMode == LoadMode.SoilPressure)
DrawSoilPressureLoad();
else if (LoadMode == LoadMode.Surcharge)
DrawSurchargeLoad();
else if (LoadMode == LoadMode.Racking)
DrawRackingLoad();
break;
case ViewMode.Rebars:
DrawFormwork(false);
break;
case ViewMode.AxialForces:
DrawAnalysisModel(Color.Gray, false, false);
if (OutputMode == OutputMode.SelfWeight)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.AnalysisCases[0]);
else if (OutputMode == OutputMode.EarthFill)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.AnalysisCases[1]);
else if (OutputMode == OutputMode.SoilPressure)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.AnalysisCases[2]);
else if (OutputMode == OutputMode.Surcharge)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.AnalysisCases[3]);
else if (OutputMode == OutputMode.Racking)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.AnalysisCases[4]);
else if (OutputMode == OutputMode.ServiceCombination)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.Combinations[0]);
else if (OutputMode == OutputMode.FactoredCombination1)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.Combinations[1]);
else if (OutputMode == OutputMode.FactoredCombination2)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.Combinations[2]);
else if (OutputMode == OutputMode.SeismicCombination)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.Combinations[4]);
else if (OutputMode == OutputMode.Envelope)
DrawFrameAxialForces(mCurrentSection.AnalysisModel.Combinations[5]);
break;
case ViewMode.ShearForces:
DrawAnalysisModel(Color.Gray, false, false);
if (OutputMode == OutputMode.SelfWeight)
DrawFrameShearForces(mCurrentSection.AnalysisModel.AnalysisCases[0]);
else if (OutputMode == OutputMode.EarthFill)
DrawFrameShearForces(mCurrentSection.AnalysisModel.AnalysisCases[1]);
else if (OutputMode == OutputMode.SoilPressure)
DrawFrameShearForces(mCurrentSection.AnalysisModel.AnalysisCases[2]);
else if (OutputMode == OutputMode.Surcharge)
DrawFrameShearForces(mCurrentSection.AnalysisModel.AnalysisCases[3]);
else if (OutputMode == OutputMode.Racking)
DrawFrameShearForces(mCurrentSection.AnalysisModel.AnalysisCases[4]);
else if (OutputMode == OutputMode.ServiceCombination)
DrawFrameShearForces(mCurrentSection.AnalysisModel.Combinations[0]);
else if (OutputMode == OutputMode.FactoredCombination1)
DrawFrameShearForces(mCurrentSection.AnalysisModel.Combinations[1]);
else if (OutputMode == OutputMode.FactoredCombination2)
DrawFrameShearForces(mCurrentSection.AnalysisModel.Combinations[2]);
else if (OutputMode == OutputMode.SeismicCombination)
DrawFrameShearForces(mCurrentSection.AnalysisModel.Combinations[4]);
else if (OutputMode == OutputMode.Envelope)
DrawFrameShearForces(mCurrentSection.AnalysisModel.Combinations[5]);
break;
case ViewMode.Moments:
DrawAnalysisModel(Color.Gray, false, false);
if (OutputMode == OutputMode.SelfWeight)
DrawFrameMoments(mCurrentSection.AnalysisModel.AnalysisCases[0]);
else if (OutputMode == OutputMode.EarthFill)
DrawFrameMoments(mCurrentSection.AnalysisModel.AnalysisCases[1]);
else if (OutputMode == OutputMode.SoilPressure)
DrawFrameMoments(mCurrentSection.AnalysisModel.AnalysisCases[2]);
else if (OutputMode == OutputMode.Surcharge)
DrawFrameMoments(mCurrentSection.AnalysisModel.AnalysisCases[3]);
else if (OutputMode == OutputMode.Racking)
DrawFrameMoments(mCurrentSection.AnalysisModel.AnalysisCases[4]);
else if (OutputMode == OutputMode.ServiceCombination)
DrawFrameMoments(mCurrentSection.AnalysisModel.Combinations[0]);
else if (OutputMode == OutputMode.FactoredCombination1)
DrawFrameMoments(mCurrentSection.AnalysisModel.Combinations[1]);
else if (OutputMode == OutputMode.FactoredCombination2)
DrawFrameMoments(mCurrentSection.AnalysisModel.Combinations[2]);
else if (OutputMode == OutputMode.SeismicCombination)
DrawFrameMoments(mCurrentSection.AnalysisModel.Combinations[4]);
else if (OutputMode == OutputMode.Envelope)
DrawFrameMoments(mCurrentSection.AnalysisModel.Combinations[5]);
break;
case ViewMode.Deflections:
DrawAnalysisModel(Color.Gray, false, false);
if (OutputMode == OutputMode.SelfWeight)
DrawDeformations(mCurrentSection.AnalysisModel.AnalysisCases[0]);
else if (OutputMode == OutputMode.EarthFill)
DrawDeformations(mCurrentSection.AnalysisModel.AnalysisCases[1]);
else if (OutputMode == OutputMode.SoilPressure)
DrawDeformations(mCurrentSection.AnalysisModel.AnalysisCases[2]);
else if (OutputMode == OutputMode.Surcharge)
DrawDeformations(mCurrentSection.AnalysisModel.AnalysisCases[3]);
else if (OutputMode == OutputMode.Racking)
DrawDeformations(mCurrentSection.AnalysisModel.AnalysisCases[4]);
else if (OutputMode == OutputMode.ServiceCombination)
DrawDeformations(mCurrentSection.AnalysisModel.Combinations[0]);
else if (OutputMode == OutputMode.FactoredCombination1)
DrawDeformations(mCurrentSection.AnalysisModel.Combinations[1]);
else if (OutputMode == OutputMode.FactoredCombination2)
DrawDeformations(mCurrentSection.AnalysisModel.Combinations[2]);
else if (OutputMode == OutputMode.SeismicCombination)
DrawDeformations(mCurrentSection.AnalysisModel.Combinations[4]);
else if (OutputMode == OutputMode.Envelope)
DrawDeformations(mCurrentSection.AnalysisModel.Combinations[5]);
break;
}
ZoomToExtents();
Refresh();
}
public CulvertAnalysisModel(Section parent)
{
mParent = parent;
}
