protected override void ReadDocument(RhinoDoc doc, BinaryArchiveReader archive, FileReadOptions options)
{
Beams.Clear();
CurrentBeam = null;
if (unitfactors.ContainsKey(RhinoDoc.ActiveDoc.ModelUnitSystem))
{
Unitfactor = unitfactors[RhinoDoc.ActiveDoc.ModelUnitSystem];
}
else
{
MessageBox.Show("Cross section design tool does not support the chosen" +
"unit system. Unit system will be changed to millimeters.");
RhinoDoc.ActiveDoc.ModelUnitSystem = UnitSystem.Millimeters;
Unitfactor = unitfactors[RhinoDoc.ActiveDoc.ModelUnitSystem];
}
try
{
ArchivableDictionary dict = archive.ReadDictionary();
int i = 1;
int count = 0;
if (dict["BeamCount"] != null)
{
count = (int)dict["BeamCount"];
}
dict.Set("CountUserData", CountableUserData.getCounter());
while (i < count + 1)
{
Beam bTemp;
string beamName = (string)dict["BeamName" + i];
if ((string)dict["BeamType" + i] == "Column")
{
bTemp = new Column(beamName, dict.GetDouble("Gammas" + i),
dict.GetDouble("Gammac" + i),
dict.GetDouble("Gammar" + i),
dict.GetDouble("Acc" + i))
{
Length = (double)dict["ColLength" + i],
Ky = (double)dict["ky" + i],
Kz = (double)dict["kz" + i],
};
((Column)bTemp).ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalCurvature1] =
dict.GetBool("ColumnCalculationSettings1" + i);
((Column)bTemp).ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalCurvature2] =
dict.GetBool("ColumnCalculationSettings2" + i);
((Column)bTemp).ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalStiffness1] =
dict.GetBool("ColumnCalculationSettings3" + i);
((Column)bTemp).ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalStiffness2] =
dict.GetBool("ColumnCalculationSettings4" + i);
}
else
{
bTemp = new Beam(beamName, dict.GetDouble("Gammas" + i),
dict.GetDouble("Gammac" + i),
dict.GetDouble("Gammar" + i),
dict.GetDouble("Acc" + i))
{
};
}
bTemp.ClimateCond = new ClimateCondition(
(int)dict["Rh" + i],
(int)dict["T0" + i],
(int)dict["T" + i],
bTemp);
string crossSecName = (string)dict["CrossSecName" + i];
CrossSection cTemp;
if ((string)dict["CrossSectionType" + i] == "Basic")
{
cTemp =
new CrossSection(crossSecName, bTemp)
{
};
}
else if (dict.GetString("CrossSectionType" + i) == "Rect")
{
cTemp =
new RectangleCrossSection(crossSecName, bTemp)
{
NoReinfH = (int)dict["NoReinfH" + i],
NoReinfW = (int)dict["NoReinfW" + i],
ConcreteCover = (int)dict["ConcreteCover" + i],
ConcreteWidth = dict.GetInteger("ConcreteWidth" + i),
ConcreteHeight = dict.GetInteger("ConcreteHeight" + i),
HasSteelShell = dict.GetBool("HasSteelShell" + i),
SteelThickness = dict.GetDouble("SteelThickness" + i),
MainD = dict.GetInteger("MainDiameter" + i),
StirrupD = dict.GetInteger("StirrupDiameter" + i),
SteelMaterial = new SteelMaterial(dict.GetString("SteelMaterialName" + i) ?? "S355", SteelType.StructuralSteel, bTemp),
ReinfMaterial = new SteelMaterial(dict.GetString("ReinforcementMaterialName" + i ?? "B500B"), SteelType.Reinforcement, bTemp),
Rotation = dict.GetInteger("Rotation" + i),
};
}
else
{
cTemp =
new CircleCrossSection(crossSecName, bTemp)
{
NoReinf = (int)dict["NoReinf"],
ConcreteCover = (int)dict["ConcreteCover" + i],
ConcreteDiameter = dict.GetInteger("ConcreteDiameter" + i),
HasSteelShell = dict.GetBool("HasSteelShell" + i),
SteelThickness = dict.GetDouble("SteelThickness" + i),
MainD = dict.GetInteger("MainDiameter" + i),
StirrupD = dict.GetInteger("StirrupDiameter" + i),
SteelMaterial = new SteelMaterial(dict.GetString("SteelMaterialName" + i) ?? "S355", SteelType.StructuralSteel, bTemp),
ReinfMaterial = new SteelMaterial(dict.GetString("ReinforcementMaterialName" + i) ?? "B500B", SteelType.Reinforcement, bTemp),
};
}
//Sets a link between reinforcements and the beam
List <int> reinforcements = ((int[])dict["reinf" + i]).ToList();
List <Reinforcement> temp = GetReinforcements(reinforcements);
temp.ForEach(o => o.Material.Bm = bTemp);
//Sets a link between geometry larges and the beam
List <int> geometryLarges = ((int[])dict["geomLarges" + i]).ToList();
List <GeometryLarge> gls = GetGeometryLarges(geometryLarges);
gls.ForEach(o => o.Material.Bm = bTemp);
cTemp.ConcreteMaterial = new ConcreteMaterial((string)dict["ConcreteStrenghtClass" + i], bTemp);
bTemp.CrossSec = cTemp;
geometryLarges.ForEach(id => cTemp.GeometryLargeIds.Add(id));
reinforcements.ForEach(id => cTemp.ReinforementIds.Add(id));
bTemp.Id = dict.GetInteger("BeamId" + i);
Beams.Add(bTemp);
//Set loadCases
int lc_n = dict.GetInteger("NumberOfLoadCases" + i);
int k = 1;
while (k <= lc_n)
{
string name = dict.GetString("LoadCaseName" + i + "s" + k);
int limitStatenumb = dict.GetInteger("LimitState" + i + "s" + k);
LimitState ls;
switch (limitStatenumb)
{
case 0:
ls = LimitState.Ultimate; break;
case 1:
ls = LimitState.Service_CH; break;
case 2:
ls = LimitState.Service_FR; break;
case 3:
ls = LimitState.Service_QP; break;
default:
ls = LimitState.Ultimate; break;
}
;
if (dict.GetString("LoadCaseType" + i + "s" + k) == "ColLoadCase")
{
ColLoadCase clc = new ColLoadCase(
dict.GetDouble("N_Ed" + i + "s" + k),
dict.GetDouble("M_EzTop" + i + "s" + k),
dict.GetDouble("M_EzBottom" + i + "s" + k),
dict.GetDouble("M_EyTop" + i + "s" + k),
dict.GetDouble("M_EyBottom" + i + "s" + k),
(Column)bTemp,
dict.GetDouble("Ratio" + i + "s" + k),
name,
dict.GetDouble("CCurve" + i + "s" + k),
ls);
}
else if (dict.GetString("LoadCaseType" + i + "s" + k) == "SimpleLoadCase")
{
SimpleLoadCase slc = new SimpleLoadCase(
dict.GetDouble("N_Ed" + i + "s" + k),
dict.GetDouble("M_Edz" + i + "s" + k),
dict.GetDouble("M_Edy" + i + "s" + k),
bTemp,
name,
ls);
bTemp.LoadCases.Add(slc);
}
k++;
}
i++;
}
Countable.SetCounter(i - 2);
if (Beams.Count != 0)
{
int currentID = (int)dict["currentBeamId"];
if (currentID != -1)
{
CurrentBeam = Beams.FirstOrDefault(beam => beam.Id == currentID);
}
}
CountableUserData.setCounter((int)dict["CountableUserData"]);
if (MainForm != null)
{
MainForm.ChangeToStartView();
}
//If there is previous display results, clear them
}
catch (Exception ex)
{
MessageBox.Show(ex.Message, ex.Source, MessageBoxButtons.OK, MessageBoxIcon.Error);
}
finally
{
base.ReadDocument(doc, archive, options);
}
}
protected override void WriteDocument(RhinoDoc doc, BinaryArchiveWriter archive, FileWriteOptions options)
{
ArchivableDictionary dict = new ArchivableDictionary();
int i = 1;
dict.Set("BeamCount", Beams.Count);
dict.Set("CountableUserData", CountableUserData.getCounter());
foreach (Beam beam in Beams)
{
if (beam.GetType() == typeof(Column))
{
Column col = beam as Column;
dict.Set("BeamType" + i, "Column");
dict.Set("ky" + i, col.Ky);
dict.Set("kz" + i, col.Kz);
dict.Set("ColLength" + i, col.Length);
dict.Set("CliConcreteStrenghtClass" + i, beam.CrossSec.ConcreteMaterial.StrengthClass ?? null);
dict.Set("ColumnCalculationSettings1" + i,
col.ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalCurvature1]);
dict.Set("ColumnCalculationSettings2" + i,
col.ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalCurvature2]);
dict.Set("ColumnCalculationSettings3" + i,
col.ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalStiffness1]);
dict.Set("ColumnCalculationSettings4" + i,
col.ColumnCalcSettings.ColumnCalMethod[ColumnCalculationMethod.NominalStiffness2]);
}
else
{
dict.Set("BeamType" + i, "Other");
}
dict.Set("Rh" + i, beam.ClimateCond.RH);
dict.Set("T0" + i, beam.ClimateCond.T0);
dict.Set("T" + i, beam.ClimateCond.T);
dict.Set("BeamName" + i, beam.Name);
dict.Set("Gammac" + i, beam.Gammac);
dict.Set("Gammas" + i, beam.Gammas);
dict.Set("Gammar" + i, beam.Gammar);
dict.Set("Acc" + i, beam.Acc);
dict.Set("CrossSecName" + i, beam.CrossSec.Name);
dict.Set("ConcreteStrenghtClass" + i, beam.CrossSec.ConcreteMaterial.StrengthClass ?? null);
dict.Set("BeamId" + i, beam.CrossSec.Id);
dict.Set("geomLarges" + i, beam.CrossSec.GeometryLargeIds);
dict.Set("reinf" + i, beam.CrossSec.ReinforementIds);
if (beam.CrossSec.GetType() == typeof(RectangleCrossSection))
{
RectangleCrossSection crossSectionTemp = beam.CrossSec as RectangleCrossSection;
dict.Set("CrossSectionType" + i, "Rect");
dict.Set("NoReinfH" + i, crossSectionTemp.NoReinfH);
dict.Set("NoReinfW" + i, crossSectionTemp.NoReinfW);
dict.Set("ConcreteCover" + i, crossSectionTemp.ConcreteCover);
dict.Set("ConcreteWidth" + i, crossSectionTemp.ConcreteWidth);
dict.Set("ConcreteHeight" + i, crossSectionTemp.ConcreteHeight);
dict.Set("HasSteelShell" + i, crossSectionTemp.HasSteelShell);
dict.Set("SteelThickness" + i, crossSectionTemp.SteelThickness);
dict.Set("MainDiameter" + i, crossSectionTemp.MainD);
dict.Set("StirrupDiameter" + i, crossSectionTemp.StirrupD);
dict.Set("SteelMaterialName" + i, crossSectionTemp.SteelMaterial.StrengthClass ?? null);
dict.Set("ReinforcementMaterialName" + i, crossSectionTemp.ReinfMaterial.StrengthClass ?? null);
dict.Set("Rotation" + i, crossSectionTemp.Rotation);
}
else if (beam.CrossSec.GetType() == typeof(CrossSection))
{
dict.Set("CrossSectionType" + i, "Basic");
}
else if (beam.CrossSec.GetType() == typeof(CircleCrossSection))
{
CircleCrossSection crossSectionTemp = beam.CrossSec as CircleCrossSection;
dict.Set("CrossSectionType" + i, "Rect");
dict.Set("NoReinf" + i, crossSectionTemp.NoReinf);
dict.Set("ConcreteCover" + i, crossSectionTemp.ConcreteCover);
dict.Set("ConcreteDiameter" + i, crossSectionTemp.ConcreteDiameter);
dict.Set("HasSteelShell" + i, crossSectionTemp.HasSteelShell);
dict.Set("SteelThickness" + i, crossSectionTemp.SteelThickness);
dict.Set("MainDiameter" + i, crossSectionTemp.MainD);
dict.Set("StirrupDiameter" + i, crossSectionTemp.StirrupD);
dict.Set("SteelMaterialName" + i, crossSectionTemp.SteelMaterial.StrengthClass ?? null);
dict.Set("ReinforcementMaterialName" + i, crossSectionTemp.ReinfMaterial.StrengthClass ?? null);
}
int k = 1;
dict.Set("NumberOfLoadCases" + i, beam.LoadCases.Count);
foreach (LoadCase loadCase in beam.LoadCases)
{
if (loadCase.GetType() == typeof(ColLoadCase))
{
ColLoadCase clc = (ColLoadCase)loadCase;
dict.Set("LoadCaseType" + i + "s" + k, "ColLoadCase");
dict.Set("N_Ed" + i + "s" + k, clc.N_Ed);
dict.Set("M_EzTop" + i + "s" + k, clc.M_EzTop);
dict.Set("M_EzBottom" + i + "s" + k, clc.M_EzBottom);
dict.Set("M_EyTop" + i + "s" + k, clc.M_EyTop);
dict.Set("M_EyBottom" + i + "s" + k, clc.M_EyBottom);
dict.Set("Ratio" + i + "s" + k, clc.Ratio);
dict.Set("CCurve" + i + "s" + k, clc.Ccurve);
}
else if (loadCase.GetType() == typeof(SimpleLoadCase))
{
SimpleLoadCase slc = (SimpleLoadCase)loadCase;
dict.Set("LoadCaseType" + i + "s" + k, "SimpleLoadCase");
dict.Set("N_Ed" + i + "s" + k, slc.N_Ed);
dict.Set("M_Edy" + i + "s" + k, slc.M_Edy);
dict.Set("M_Edz" + i + "s" + k, slc.M_Edz);
}
dict.Set("LoadCaseName" + i + "s" + k, loadCase.Name);
switch (loadCase.Ls)
{
case LimitState.Ultimate:
dict.Set("LimitState" + i + "s" + k, 0); break;
case LimitState.Service_CH:
dict.Set("LimitState" + i + "s" + k, 1); break;
case LimitState.Service_FR:
dict.Set("LimitState" + i + "s" + k, 2); break;
case LimitState.Service_QP:
dict.Set("LimitState" + i + "s" + k, 3); break;
default:
break;
}
k++;
}
i++;
}
if (CurrentBeam != null)
{
dict.Set("currentBeamId", CurrentBeam.Id);
}
else
{
dict.Set("currentBeamId", -1);
}
archive.WriteDictionary(dict);
}
public CrackWidthCalculation(SimpleLoadCase lc)
{
LoadCase = lc;
}