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RevitSdkSamples/snapshot/2014/SDK/Structural Analysis SDK/Examples/Concrete/CodeCheckingConcreteExample/Server/Server.cs
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//
// (C) Copyright 2003-2013 by Autodesk, Inc.
//
// Permission to use, copy, modify, and distribute this software in
// object code form for any purpose and without fee is hereby granted,
// provided that the above copyright notice appears in all copies and
// that both that copyright notice and the limited warranty and
// restricted rights notice below appear in all supporting
// documentation.
//
// AUTODESK PROVIDES THIS PROGRAM "AS IS" AND WITH ALL FAULTS.
// AUTODESK SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF
// MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE. AUTODESK, INC.
// DOES NOT WARRANT THAT THE OPERATION OF THE PROGRAM WILL BE
// UNINTERRUPTED OR ERROR FREE.
//
// Use, duplication, or disclosure by the U.S. Government is subject to
// restrictions set forth in FAR 52.227-19 (Commercial Computer
// Software - Restricted Rights) and DFAR 252.227-7013(c)(1)(ii)
// (Rights in Technical Data and Computer Software), as applicable.
//
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using Autodesk.Revit.DB.CodeChecking;
using Autodesk.Revit.DB.CodeChecking.Documentation;
using Autodesk.Revit.DB;
using Autodesk.Revit.DB.ExtensibleStorage.Framework.Documentation;
using Autodesk.Revit.DB.ExtensibleStorage;
using Autodesk.Revit.DB.CodeChecking.Engineering;
using Autodesk.Revit.DB.CodeChecking.Engineering.Concrete;
using CodeCheckingConcreteExample.Utility;
using CodeCheckingConcreteExample.Main;
using CodeCheckingConcreteExample.Properties;
using Autodesk.Revit.DB.CodeChecking.Engineering.Tools;
#pragma warning disable 1591
namespace CodeCheckingConcreteExample.Server
{
[Autodesk.Revit.DB.CodeChecking.Attributes.CalculationParamsStructure(typeof(CalculationParameter))]
[Autodesk.Revit.DB.CodeChecking.Attributes.LabelStructure(typeof(LabelBeam), BuiltInCategory.OST_BeamAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
[Autodesk.Revit.DB.CodeChecking.Attributes.LabelStructure(typeof(LabelColumn), BuiltInCategory.OST_ColumnAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
[Autodesk.Revit.DB.CodeChecking.Attributes.ResultStructure(typeof(ResultBeam), BuiltInCategory.OST_BeamAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
[Autodesk.Revit.DB.CodeChecking.Attributes.ResultStructure(typeof(ResultColumn), BuiltInCategory.OST_ColumnAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
public class Server : Autodesk.Revit.DB.CodeChecking.Documentation.MultiStructureServer
{
public static readonly Autodesk.Revit.DB.ResultsBuilder.UnitsSystem UnitSystem = Autodesk.Revit.DB.ResultsBuilder.UnitsSystem.Metric;
public static readonly Guid ID = new Guid("1d3d13ad-4330-4b4a-bfe3-067ff87a72b1");
#region ICodeCheckingServer Members
public override Entity GetDefaultLabel(Autodesk.Revit.DB.Document document, StructuralAssetClass material, BuiltInCategory category)
{
switch (material)
{
case StructuralAssetClass.Concrete:
switch (category)
{
default:
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_ColumnAnalytical:
{
IList<ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList<ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelColumn label = new LabelColumn();
label.LongitudinalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.LongitudinalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.TransversalReinforcement.Material = label.LongitudinalReinforcement.Material;
label.TransversalReinforcement.RebarBarType = label.LongitudinalReinforcement.RebarBarType;
return label.GetEntity();
}
}
}
break;
case Autodesk.Revit.DB.BuiltInCategory.OST_BeamAnalytical:
{
IList<ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
if (materials.Count > 0)
{
IList<ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
if (barsIds.Count > 0)
{
LabelBeam label = new LabelBeam();
label.LongitudinalReinforcement.Material = document.GetElement(materials[0]) as Material;
label.LongitudinalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
label.TransversalReinforcement.Material = label.LongitudinalReinforcement.Material;
label.TransversalReinforcement.RebarBarType = label.LongitudinalReinforcement.RebarBarType;
return label.GetEntity();
}
}
}
break;
}
break;
}
return base.GetDefaultLabel(document, material, category);
}
public enum ElementType { Beam, Column };
/// <summary>
/// Build document body for result document
/// </summary>
/// <param name="calculationParameters">Code calculation parameters</param>
/// <param name="element">Revit element for which result document is built</param>
/// <param name="document">Active Revit document</param>
/// <returns></returns>
public override DocumentBody BuildResultDocumentBody(Autodesk.Revit.DB.ExtensibleStorage.Entity calculationParameters, Element element, Autodesk.Revit.DB.Document document)
{
Autodesk.Revit.DB.CodeChecking.Storage.StorageService service = Autodesk.Revit.DB.CodeChecking.Storage.StorageService.GetStorageService();
Autodesk.Revit.DB.CodeChecking.Storage.StorageDocument storageDocument = service.GetStorageDocument(document);
Guid activePackageId = storageDocument.CalculationParamsManager.CalculationParams.GetInputResultPackageId(Server.ID);
Autodesk.Revit.DB.CodeChecking.Storage.ResultStatus status = storageDocument.ResultsManager.GetResultStatus(element, activePackageId, Server.ID);
DocumentBody body = new DocumentBody();
if (!status.IsError())
{
// create body object
// get results schema for the current element
bool isBeam = calculationParameters.Schema.SchemaName == "ResultBeam";
bool isColumn = calculationParameters.Schema.SchemaName == "ResultColumn";
if (isBeam || isColumn)
{
ResultLinearElement resultSchema = null;
if (isBeam)
{
resultSchema = new ResultBeam();
}
else
{
resultSchema = new ResultColumn();
}
resultSchema.SetProperties(calculationParameters);
// Fill document with results from reinforcement calculation
WriteTheoreticalReinfToNote(body, resultSchema, document, isBeam ? ElementType.Beam : ElementType.Column);
}
}
return body;
}
/// <summary>
/// Fills document body object with formatted reinforcement calculation results
/// </summary>
/// <param name="body">DocumentBody to be filled</param>
/// <param name="linearElementResult">Calculation results schema class</param>
/// <param name="document">Active Revit document</param>
/// <param name="elementType">Structural element type</param>
private void WriteTheoreticalReinfToNote(DocumentBody body, ResultLinearElement linearElementResult, Autodesk.Revit.DB.Document document, ElementType elementType)
{
/////////////////////////// Prepare data
// Get revit units
Units units = document.GetUnits();
// Get raw calculation results as a collection of ResultInPointLinear objects for all element sections ( one ResultInPointLinear per section)
List<ResultInPointLinear> resultsInPoints = linearElementResult.GetResultsInPoints();
if (resultsInPoints.Count == 0)
return;
/////////////////////////// Add a general reinforcement review to the body( mean and extreme values of reinfocement )
// Create document section
DocumentSection resultSummary = new DocumentSection(Resources.ResourceManager.GetString("Summary"), 5);
// Calculate mean and extreme values
IEnumerable<ResultTypeLinear> longRnf = new List<ResultTypeLinear> { ResultTypeLinear.Atop, ResultTypeLinear.Abottom, ResultTypeLinear.Aleft, ResultTypeLinear.Aright };
double maxLongitudinal = resultsInPoints.Max(s => (longRnf.Sum(q => s[q]))),
minLongitudinal = resultsInPoints.Min(s => (longRnf.Sum(q => s[q]))),
maxSpacing = resultsInPoints.Max(s => s[ResultTypeLinear.StirrupsSpacing]),
minSpacing = resultsInPoints.Min(s => s[ResultTypeLinear.StirrupsSpacing]),
maxX = resultsInPoints.Max(s => s[ResultTypeLinear.X]),
minX = resultsInPoints.Min(s => s[ResultTypeLinear.X]),
meanLongitudinal = resultsInPoints.Average(s => (longRnf.Sum(q => s[q]))),
meanTransversal = resultsInPoints.Average(s => s[ResultTypeLinear.TransversalReinforcemenDensity]);
// Add them to the section
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MeanReinforcemenDensityLongitudinal"), meanLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MeanTransversalReinforcemenDensity"), meanTransversal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area_per_Unit_Length), UnitType.UT_Reinforcement_Area_per_Unit_Length, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MaximumLongitudinalReinforcement"), maxLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumLongitudinalReinforcement"), minLongitudinal, UnitsConverter.GetInternalUnit(UnitType.UT_Reinforcement_Area), UnitType.UT_Reinforcement_Area, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MaximumStirrupsSpacing"), maxSpacing, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
resultSummary.Body.Elements.Add((new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumStirrupsSpacing"), minSpacing, UnitsConverter.GetInternalUnit(UnitType.UT_Section_Dimension), UnitType.UT_Section_Dimension, document.GetUnits())));
resultSummary.Level = DetailLevel.General;
// Add section to the document body
body.Elements.Add(resultSummary);
/////////////////////////// Create result tables for deflection, internal forces and reinforcement
// Create reinforcement table
List<ResultTypeLinear> nonZeroReinforcement = ResultTypeLinearHelper.ReinforcementResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroReinforcement.Count() > 0)
{
DocumentSection section = CreateSectionTableAndDiagram(resultsInPoints, nonZeroReinforcement, document, elementType, true, false, false, Resources.ResourceManager.GetString("Reinforcement"));
if (section != null)
body.Elements.Add(section);
string diagramTitle = "";
bool reversedAxis = false;
foreach (ResultTypeLinear resultType in nonZeroReinforcement)
{
switch (resultType)
{
case ResultTypeLinear.Abottom:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementBottom");
break;
case ResultTypeLinear.Atop:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementTop");
break;
case ResultTypeLinear.Aleft:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementLeft");
break;
case ResultTypeLinear.Aright:
diagramTitle = Resources.ResourceManager.GetString("LongReinforcementRight");
break;
case ResultTypeLinear.TransversalReinforcemenDensity:
diagramTitle = Resources.ResourceManager.GetString("TransversalReinforcement");
break;
case ResultTypeLinear.StirrupsSpacing:
diagramTitle = Resources.ResourceManager.GetString("StirrupsSpacing");
break;
}
List<ResultTypeLinear> oneNonZeroReinforcement = new List<ResultTypeLinear>(1);
oneNonZeroReinforcement.Add(resultType);
section = CreateSectionTableAndDiagram(resultsInPoints, oneNonZeroReinforcement, document, elementType, false, true, reversedAxis, "", "", diagramTitle);
if (section != null)
body.Elements.Add(section);
}
}
// Create internal forces tables and graph
List<ResultTypeLinear> nonZeroInternalForces = ResultTypeLinearHelper.InternalForcesResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroInternalForces.Count() > 0)
{
DocumentSection section = CreateSectionTableAndDiagram(resultsInPoints, nonZeroInternalForces, document, elementType, true, true, false, Resources.ResourceManager.GetString("InternalForces"), "", Resources.ResourceManager.GetString("Internal_Forces"));
if (section != null)
body.Elements.Add(section);
}
List<ResultTypeLinear> nonZeroInternalMoments = ResultTypeLinearHelper.InternalMomentsResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroInternalMoments.Count() > 0)
{
DocumentSection section = null;
if (nonZeroInternalForces.Count() != 0)
section = CreateSectionTableAndDiagram(resultsInPoints, nonZeroInternalMoments, document, elementType, true, true, true, "", "", Resources.ResourceManager.GetString("Internal_Moments"));
else
section = CreateSectionTableAndDiagram(resultsInPoints, nonZeroInternalMoments, document, elementType, true, true, true, Resources.ResourceManager.GetString("InternalForces"), "", Resources.ResourceManager.GetString("Internal_Moments"));
if (section != null)
body.Elements.Add(section);
}
// Create deflection table and graph
List<ResultTypeLinear> nonZeroDeflection = ResultTypeLinearHelper.RealDeflectionResults.Where(s => resultsInPoints.Any(r => Math.Abs(r[s]) > Double.Epsilon)).ToList();
if (nonZeroDeflection.Count() > 0)
{
List<ResultTypeLinear> displacement = new List<ResultTypeLinear>(nonZeroDeflection.Count());
List<ResultTypeLinear> displacementAndDeflection = new List<ResultTypeLinear>(nonZeroDeflection.Count() * 2);
displacementAndDeflection.AddRange(nonZeroDeflection);
foreach (ResultTypeLinear resultType in nonZeroDeflection)
{
switch (resultType)
{
case ResultTypeLinear.UxRealMax:
displacement.Add(ResultTypeLinear.UxMax);
break;
case ResultTypeLinear.UxRealMin:
displacement.Add(ResultTypeLinear.UxMin);
break;
case ResultTypeLinear.UyRealMax:
displacement.Add(ResultTypeLinear.UyMax);
break;
case ResultTypeLinear.UyRealMin:
displacement.Add(ResultTypeLinear.UyMin);
break;
case ResultTypeLinear.UzRealMax:
displacement.Add(ResultTypeLinear.UzMax);
break;
case ResultTypeLinear.UzRealMin:
displacement.Add(ResultTypeLinear.UzMin);
break;
}
}
displacementAndDeflection.AddRange(displacement);
DocumentSection section = CreateSectionTableAndDiagram(resultsInPoints, displacementAndDeflection, document, elementType, true, false, false, Resources.ResourceManager.GetString("Deflection"), "", Resources.ResourceManager.GetString("DeflectionEnvelope"));
if (section != null)
{
body.Elements.Add(section);
section = CreateSectionTableAndDiagram(resultsInPoints, nonZeroDeflection, document, elementType, false, true, false, "", "", Resources.ResourceManager.GetString("DeflectionEnvelope"));
if (section != null)
{
body.Elements.Add(section);
section = CreateSectionTableAndDiagram(resultsInPoints, displacement, document, elementType, false, true, false, "", "", Resources.ResourceManager.GetString("DisplacementEnvelope"));
if (section != null)
body.Elements.Add(section);
}
}
}
}
static private Dictionary<ResultTypeLinear, Color> ResultTypeLinearToColorDictionary = new Dictionary<ResultTypeLinear, Color>()
{
{ResultTypeLinear.X,new Color (0, 255, 0 ) },
{ResultTypeLinear.X_Rel,new Color (225, 0, 0 ) },
{ResultTypeLinear.MxMax,new Color (0, 0, 255 ) },
{ResultTypeLinear.MxMin,new Color (255, 119, 28 ) },
{ResultTypeLinear.MyMin,new Color (51, 177, 33 ) },
{ResultTypeLinear.MyMax,new Color (163, 73, 180 ) },
{ResultTypeLinear.MzMin,new Color (159, 99, 66 ) },
{ResultTypeLinear.MzMax,new Color (0, 128, 128 ) },
{ResultTypeLinear.FxMax,new Color (0, 0, 255 ) },
{ResultTypeLinear.FxMin,new Color (255, 119, 28 ) },
{ResultTypeLinear.FyMin,new Color (51, 177, 33 ) },
{ResultTypeLinear.FyMax,new Color (163, 73, 180 ) },
{ResultTypeLinear.FzMin,new Color (159, 99, 66 ) },
{ResultTypeLinear.FzMax,new Color (0, 128, 128 ) },
{ResultTypeLinear.Abottom,new Color (0, 0, 255 ) },
{ResultTypeLinear.Atop,new Color (255, 119, 28 ) },
{ResultTypeLinear.Aleft,new Color (51, 177, 33 ) },
{ResultTypeLinear.Aright,new Color (163, 73, 180 ) },
{ResultTypeLinear.StirrupsSpacing,new Color(159, 99, 66 ) },
{ResultTypeLinear.TransversalReinforcemenDensity,
new Color(0, 128, 128 ) },
{ResultTypeLinear.UxMax,new Color (0, 0, 255 ) },
{ResultTypeLinear.UxMin,new Color (255, 119, 28 ) },
{ResultTypeLinear.UyMax,new Color (51, 177, 33 ) },
{ResultTypeLinear.UyMin,new Color (163, 73, 180 ) },
{ResultTypeLinear.UzMax,new Color (159, 99, 66 ) },
{ResultTypeLinear.UzMin,new Color (0, 128, 128 ) },
{ResultTypeLinear.UxRealMax,new Color (0, 0, 255 ) },
{ResultTypeLinear.UxRealMin,new Color (255, 119, 28 ) },
{ResultTypeLinear.UyRealMax,new Color (51, 177, 33 ) },
{ResultTypeLinear.UyRealMin,new Color (163, 73, 180 ) },
{ResultTypeLinear.UzRealMax,new Color (159, 99, 66 ) },
{ResultTypeLinear.UzRealMin,new Color (0, 128, 128 ) },
};
/// <summary>
/// Creats the section of document with table
/// </summary>
/// <param name="resultsInPoints"> Result in point collection</param>
/// <param name="resultTypes">The type of results that will be displayed in the table.</param>
/// <param name="document">Active Revit document</param>
/// <returns>Returns section of document with table</returns>
private DocumentTable CreateTable(ICollection<ResultInPointLinear> resultsInPoints, List<ResultTypeLinear> resultTypes, Autodesk.Revit.DB.Document document)
{
Units units = document.GetUnits();
resultTypes.Insert(0, ResultTypeLinear.X);
DocumentTable resultTable = new DocumentTable(resultsInPoints.Count + 1, resultTypes.Count());
int colId = 0;
resultTable.HeaderColumnsCount = 1;
resultTable.HeaderRowsCount = 1;
foreach (ResultTypeLinear resultType in resultTypes)
{
string description = Resources.ResourceManager.GetString(resultType.ToString());
resultTable[0, colId].Elements.Add(new DocumentText(description));
int rowId = 1;
UnitType unitType = resultType.GetUnitType();
DisplayUnitType displayUnitType = Utility.UnitsConverter.GetInternalUnit(unitType);
foreach (ResultInPointLinear resultInPoint in resultsInPoints)
{
if (DisplayUnitType.DUT_UNDEFINED != displayUnitType)
resultTable[rowId++, colId].Elements.Add(new DocumentValue(resultInPoint[resultType], displayUnitType, unitType, units));
else
{
resultTable[rowId++, colId].Elements.Add(new DocumentText(String.Format("{0:0.00}", resultInPoint[resultType])));
}
}
colId++;
}
resultTypes.Remove(ResultTypeLinear.X);
return resultTable;
}
/// <summary>
/// Creats the section of document with diagram
/// </summary>
/// <param name="title">Title of the diagram</param>
/// <param name="resultsInPoints"> Result in point collection</param>
/// <param name="resultTypes">The type of results that will be displayed in the diagram.</param>
/// <param name="document">Active Revit document</param>
/// <param name="elementType">Structural element type</param>
/// <param name="reversedAxis">Sets the direction of the Y axis on the graph</param>
/// <returns>Returns section of document with diagram</returns>
private DocumentDiagram CreateDiagram(String title, IEnumerable<ResultInPointLinear> resultsInPoints, List<ResultTypeLinear> resultTypes, Autodesk.Revit.DB.Document document, ElementType elementType, bool reversedAxis)
{
Units units = document.GetUnits();
DocumentDiagram chart = new DocumentDiagram();
if (resultTypes != null)
{
if (resultTypes.Count() > 0)
{
if (title.Length != 0)
chart.Title = title;
chart.Height = 200;
chart.Width = 4 * chart.Height;
UnitType unitTypeX = ResultTypeLinear.X.GetUnitType();
FormatOptions formatOptions = units.GetFormatOptions(unitTypeX);
DisplayUnitType displayUnitTypeX = formatOptions.DisplayUnits;
DisplayUnitType internalDisplayUnitTypeX = UnitsConverter.GetInternalUnit(unitTypeX);
UnitSymbolType unitSymbolTypeX = formatOptions.UnitSymbol;
String axisTitle = "";
if (ElementType.Column == elementType)
axisTitle = Resources.ResourceManager.GetString("AxisHeight");
else
axisTitle = Resources.ResourceManager.GetString("AxisLength");
if (UnitSymbolType.UST_NONE != unitSymbolTypeX)
{
axisTitle += " " + LabelUtils.GetLabelFor(unitSymbolTypeX);
}
chart.AxisX.Title = axisTitle;
chart.AxisY.Reversed = reversedAxis;
UnitType unitTypeY = resultTypes.First().GetUnitType();
formatOptions = units.GetFormatOptions(unitTypeY);
DisplayUnitType displayUnitTypeY = formatOptions.DisplayUnits;
DisplayUnitType internalDisplayUnitTypeY = UnitsConverter.GetInternalUnit(unitTypeY);
UnitSymbolType unitSymbolTypeY = formatOptions.UnitSymbol;
switch (unitTypeY)
{
case UnitType.UT_Reinforcement_Area:
axisTitle = Resources.ResourceManager.GetString("AxisArea");
break;
case UnitType.UT_Force:
axisTitle = Resources.ResourceManager.GetString("AxisForce");
break;
case UnitType.UT_Moment:
axisTitle = Resources.ResourceManager.GetString("AxisMoment");
break;
case UnitType.UT_Displacement_Deflection:
axisTitle = Resources.ResourceManager.GetString("AxisDisplacmentDeflection");
break;
case UnitType.UT_Section_Dimension:
axisTitle = Resources.ResourceManager.GetString("AxisSpacing");
break;
case UnitType.UT_Reinforcement_Area_per_Unit_Length:
axisTitle = Resources.ResourceManager.GetString("AxisDencity");
break;
default:
break;
}
if (UnitSymbolType.UST_NONE != unitSymbolTypeY)
{
axisTitle += " " + LabelUtils.GetLabelFor(unitSymbolTypeY);
}
chart.AxisY.Title = axisTitle;
double valX = 0;
double valY = 0;
foreach (ResultTypeLinear resultType in resultTypes)
{
DocumentDiagramSeries series = new DocumentDiagramSeries(resultType.ToString());
chart.Legend = true;
chart.Series.Add(series);
series.Color = ResultTypeLinearToColorDictionary[resultType];
series.Name = Resources.ResourceManager.GetString(resultType.ToString());
int lblNbr = 5;
int lblN = 0;
int lblStep = resultsInPoints.Count<ResultInPointLinear>() / lblNbr;
// Labels on the X axis will be formatted according to Revit preferences
//formatOptions = units.GetFormatOptions(unitTypeX);
//string accuracy = formatOptions.Accuracy.ToString();
//accuracy = accuracy.Replace("1", "0");
string valXAsString = "";
foreach (ResultInPointLinear resultInPoint in resultsInPoints)
{
valX = Autodesk.Revit.DB.UnitUtils.Convert(resultInPoint[ResultTypeLinear.X], internalDisplayUnitTypeX, displayUnitTypeX);
valY = Autodesk.Revit.DB.UnitUtils.Convert(resultInPoint[resultType], internalDisplayUnitTypeY, displayUnitTypeY);
series.AddXY(valX, valY);
if (lblStep == 0 || lblN % lblStep == 0)
{
//DocumentValue docVal = new DocumentValue(resultInPoint[ResultTypeLinear.X], displayUnitTypeX, unitTypeX, units);
DocumentValue docVal = new DocumentValue(valX, displayUnitTypeX, unitTypeX, units);
valXAsString = (string)docVal.Value;
chart.AxisX.Labels.Add(new DocumentDiagramAxisLabel(valX, valXAsString));
}
lblN++;
}
}
}
}
return chart;
}
/// <summary>
/// Creats document section with table and graph
/// </summary>
/// <param name="sectionTitle">Title of the section</param>
/// <param name="resultsInPoints"> Result in point collection</param>
/// <param name="resultTypes">The type of results that will be displayed in the diagram and in the table.</param>
/// <param name="document">Active Revit document</param>
/// <param name="elementType">Structural element type</param>
/// <param name="addTable">Enabling/disabling inserting a table</param>
/// <param name="addDiagram">Enabling/disabling inserting a graph</param>
/// <param name="tableTitle"> Title of the table</param>
/// <param name="diagramTitle"> Title of the graph</param>
/// <param name="reversedAxis">Sets the direction of the Y axis on the graph</param>
/// <returns>Returns section of document with diagram and table</returns>
private DocumentSection CreateSectionTableAndDiagram(ICollection<ResultInPointLinear> resultsInPoints, List<ResultTypeLinear> resultTypes, Autodesk.Revit.DB.Document document, ElementType elementType, bool addTable = true, bool addDiagram = true, bool reversedAxis = false, String sectionTitle = "", String tableTitle = "", String diagramTitle = "")
{
DocumentSection newDocumentSection = null;
if (addTable || addDiagram)
{
newDocumentSection = new DocumentSection(sectionTitle, 5);
newDocumentSection.Level = DetailLevel.Medium;
if (addTable)
{
DocumentSection tableSection = new DocumentSection(tableTitle, 6);
DocumentTable resultTable = CreateTable(resultsInPoints, resultTypes, document);
resultTable.Level = DetailLevel.Medium;
newDocumentSection.Body.Elements.Add(resultTable);
}
if (addDiagram)
{
DocumentSection diagramSection = new DocumentSection();
DocumentDiagram resultDiagram = CreateDiagram(diagramTitle, resultsInPoints, resultTypes, document, elementType, reversedAxis);
resultDiagram.Level = DetailLevel.Detail;
newDocumentSection.Body.Elements.Add(new DocumentLineBreak(2));
newDocumentSection.Body.Elements.Add(resultDiagram);
}
}
return newDocumentSection;
}
public override void Verify(Autodesk.Revit.DB.CodeChecking.ServiceData data)
{
Autodesk.Revit.DB.CodeChecking.Storage.StorageService service = Autodesk.Revit.DB.CodeChecking.Storage.StorageService.GetStorageService();
Autodesk.Revit.DB.CodeChecking.Storage.StorageDocument storageDocument = service.GetStorageDocument(data.Document);
Main.Calculation.EngineData enginData = new Main.Calculation.EngineData();
Engine.Engine engine = new Engine.Engine(enginData);
engine.Calculate(this, data);
}
public override IList<BuiltInCategory> GetSupportedCategories(StructuralAssetClass material)
{
List<BuiltInCategory> supportedCategories = new List<BuiltInCategory>();
supportedCategories.Add(BuiltInCategory.OST_BeamAnalytical);
supportedCategories.Add(BuiltInCategory.OST_ColumnAnalytical);
return supportedCategories;
}
public override IList<Autodesk.Revit.DB.StructuralAssetClass> GetSupportedMaterials()
{
return new List<Autodesk.Revit.DB.StructuralAssetClass>(){
Autodesk.Revit.DB.StructuralAssetClass.Concrete};
}
#endregion
/// <summary>
/// Gets the document body for label.
/// </summary>
/// <param name="label">label.</param>
/// <param name="document">document.</param>
/// <returns>
/// The body of the document.
/// </returns>
public override DocumentBody BuildLabelDocumentBody(Entity label, Autodesk.Revit.DB.Document document)
{
switch (label.Schema.SchemaName)
{
default:
return base.BuildLabelDocumentBody(label, document);
case "LabelColumn":
{
DocumentBody body = new DocumentBody();
LabelColumn labelColumn = new LabelColumn();
labelColumn.SetProperties(label, document);
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (labelColumn.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFX_Note"), true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FY))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFY_Note"), true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnFZ_Note"), true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMX_Note"), true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMY_Note"), true));
if (labelColumn.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MZ))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("ColumnMZ_Note"), true));
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", labelColumn, this, document));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("Buckling"), 4));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("BucklingDirectionY"), 5));
if (labelColumn.BucklingDirectionY)
{
body.Elements.Add(DocumentElement.GetDocumentElement("LengthCoefficientY", labelColumn, this, document));
body.Elements.Add(DocumentElement.GetDocumentElement("ColumnStructureTypeY", labelColumn, this, document));
}
else
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("NotTakenIntoConsideration"), true));
}
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("BucklingDirectionZ"), 5));
if (labelColumn.BucklingDirectionZ)
{
body.Elements.Add(DocumentElement.GetDocumentElement("LengthCoefficientZ", labelColumn, this, document));
body.Elements.Add(DocumentElement.GetDocumentElement("ColumnStructureTypeZ", labelColumn, this, document));
}
else
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("NotTakenIntoConsideration"), true));
}
// longitudinal
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("LongitudinalReinforcement"), 4));
if (labelColumn.LongitudinalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelColumn.LongitudinalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelColumn.LongitudinalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelColumn.LongitudinalReinforcement.RebarBarType != null)
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelColumn.LongitudinalReinforcement.RebarBarType.Name));
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelColumn.LongitudinalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelColumn.LongitudinalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// transverse
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("TransversalReinforcement"), 4));
if (labelColumn.TransversalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelColumn.TransversalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelColumn.TransversalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelColumn.TransversalReinforcement.RebarBarType != null)
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelColumn.TransversalReinforcement.RebarBarType.Name));
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelColumn.TransversalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelColumn.TransversalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return body;
}
case "LabelBeam":
{
DocumentBody body = new DocumentBody();
LabelBeam labelBeam = new LabelBeam();
labelBeam.SetProperties(label, document);
body.Elements.Add(new DocumentLineBreak(1));
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
if (labelBeam.EnabledInternalForces.Count > 0)
{
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFX_Note"), true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FY))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFY_Note"), true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamFZ_Note"), true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMX_Note"), true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMY_Note"), true));
if (labelBeam.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MZ))
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("BeamMZ_Note"), true));
}
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", labelBeam, this, document));
string interaction = Resources.ResourceManager.GetString("No");
if (labelBeam.SlabBeamInteraction == ConcreteTypes.BeamSectionType.WithSlabBeamInteraction)
{
interaction = Resources.ResourceManager.GetString("Yes");
}
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("SlabBeamInteraction"), interaction));
// longitudinal
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("LongitudinalReinforcement"), 4));
if (labelBeam.LongitudinalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelBeam.LongitudinalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelBeam.LongitudinalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelBeam.LongitudinalReinforcement.RebarBarType != null)
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelBeam.LongitudinalReinforcement.RebarBarType.Name));
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelBeam.LongitudinalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelBeam.LongitudinalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
// transverse
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("TransversalReinforcement"), 4));
if (labelBeam.TransversalReinforcement.Material != null)
{
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(labelBeam.TransversalReinforcement.Material);
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), assL.Name));
}
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("Material"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("MinimumYieldStress"), labelBeam.TransversalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
if (labelBeam.TransversalReinforcement.RebarBarType != null)
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), labelBeam.TransversalReinforcement.RebarBarType.Name));
else
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), labelBeam.TransversalReinforcement.DeformationType.ToString()));
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), labelBeam.TransversalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
return body;
}
}
}
/// <summary>
/// Gets the document body for calculation parameters.
/// </summary>
/// <param name="calcParams">Calculation parameters</param>
/// <param name="document">document</param>
/// <returns>Body of the document</returns>
public override DocumentBody BuildCalculationParamDocumentBody(Entity calcParams, Autodesk.Revit.DB.Document document)
{
DocumentBody body = new DocumentBody();
return body;
}
#region IExternalServer Members
public override string GetDescription()
{
return "Code Checking Concrete Example for Revit API";
}
public override string GetName()
{
return "CodeCheckingConcreteExample";
}
public override Guid GetServerId()
{
return ID;
}
public override string GetVendorId()
{
return "ADSK";
}
/// <summary>
/// Gets the output package result types. This information is needed to create proper ResultsBuilder Package.
/// </summary>
/// <returns></returns>
public override Autodesk.Revit.DB.ResultsBuilder.ResultsPackageTypes GetOutputPackageResultTypes()
{
return Autodesk.Revit.DB.ResultsBuilder.ResultsPackageTypes.RequiredReinforcement | Autodesk.Revit.DB.ResultsBuilder.ResultsPackageTypes.SteelRatio;
}
/// <summary>
/// Gets the output package unit system. This information is needed to create proper ResultsBuilder Package.
/// </summary>
/// <returns></returns>
public override Autodesk.Revit.DB.ResultsBuilder.UnitsSystem GetOutputPackageUnitSystem()
{
return UnitSystem;
}
#endregion
#region ICodeCheckingServerDocumentation Members
public override string GetResource(string key, string context)
{
string txt = Resources.ResourceManager.GetString(key);
if (!string.IsNullOrEmpty(txt))
return txt;
return key;
}
#endregion
}
}
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