mirror of
https://github.com/jeremytammik/RevitSdkSamples.git
synced 2026-08-11 07:26:16 +00:00
Jeremy Tammik
644 lines
41 KiB
C#
644 lines
41 KiB
C#
//
|
|
// (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.Structure;
|
|
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)]
|
|
/// <structural_toolkit_2015>
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.LabelStructure(typeof(LabelWall), BuiltInCategory.OST_WallAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.LabelStructure(typeof(LabelFloor), BuiltInCategory.OST_FloorAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.LabelStructure(typeof(LabelFloor), BuiltInCategory.OST_FoundationSlabAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.ResultStructure(typeof(ResultWall), BuiltInCategory.OST_WallAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.ResultStructure(typeof(ResultFloor), BuiltInCategory.OST_FloorAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
[Autodesk.Revit.DB.CodeChecking.Attributes.ResultStructure(typeof(ResultFloor), BuiltInCategory.OST_FoundationSlabAnalytical, Autodesk.Revit.DB.StructuralAssetClass.Concrete)]
|
|
/// </structural_toolkit_2015>
|
|
public partial 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;
|
|
/// <structural_toolkit_2015>
|
|
case Autodesk.Revit.DB.BuiltInCategory.OST_FloorAnalytical:
|
|
case Autodesk.Revit.DB.BuiltInCategory.OST_FoundationSlabAnalytical:
|
|
{
|
|
IList<ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
|
|
if (materials.Count > 0)
|
|
{
|
|
IList<ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
|
|
if (barsIds.Count > 0)
|
|
{
|
|
LabelFloor label = new LabelFloor();
|
|
label.PrimaryReinforcement.Material = document.GetElement(materials[0]) as Material;
|
|
label.PrimaryReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
|
|
label.SecondaryReinforcement.Material = document.GetElement(materials[0]) as Material;
|
|
label.SecondaryReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
|
|
return label.GetEntity();
|
|
}
|
|
}
|
|
}
|
|
break;
|
|
case Autodesk.Revit.DB.BuiltInCategory.OST_WallAnalytical:
|
|
{
|
|
IList<ElementId> materials = RebarUtility.GetListMaterialOfRebars(document);
|
|
if (materials.Count > 0)
|
|
{
|
|
IList<ElementId> barsIds = RebarUtility.GetListRebarForMaterial(document, materials[0]);
|
|
if (barsIds.Count > 0)
|
|
{
|
|
LabelWall label = new LabelWall();
|
|
label.VerticalReinforcement.Material = document.GetElement(materials[0]) as Material;
|
|
label.VerticalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
|
|
label.HorizontalReinforcement.Material = document.GetElement(materials[0]) as Material;
|
|
label.HorizontalReinforcement.RebarBarType = RebarUtility.GetRebarType(document, barsIds[0]);
|
|
return label.GetEntity();
|
|
}
|
|
}
|
|
}
|
|
break;
|
|
/// </structural_toolkit_2015>
|
|
}
|
|
break;
|
|
}
|
|
|
|
return base.GetDefaultLabel(document, material, category);
|
|
}
|
|
/// <structural_toolkit_2015>
|
|
|
|
|
|
// TODO : REMOVE
|
|
|
|
/// <summary>
|
|
/// Classification of elements type
|
|
/// </summary>
|
|
public enum ElementType {
|
|
/// <summary>
|
|
/// RC Beam
|
|
/// </summary>
|
|
Beam,
|
|
/// <summary>
|
|
/// RC Column
|
|
/// </summary>
|
|
Column,
|
|
/// <summary>
|
|
/// RC Floor and Slab foundation
|
|
/// </summary>
|
|
Floor,
|
|
/// <summary>
|
|
/// RC Wall
|
|
/// </summary>
|
|
Wall
|
|
}
|
|
/// </structural_toolkit_2015>
|
|
|
|
/// <structural_toolkit_2015>
|
|
|
|
/// <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>DocumentBody object</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
|
|
string schemaName = calculationParameters.Schema.SchemaName;
|
|
switch (schemaName)
|
|
{
|
|
case "ResultBeam":
|
|
ResultLinearElement resultBeam = new ResultBeam();
|
|
resultBeam.SetProperties(calculationParameters);
|
|
WriteResultsToNoteForLinearElements(body, resultBeam, document,ElementType.Beam);
|
|
break;
|
|
case "ResultColumn":
|
|
ResultLinearElement resultColumn = new ResultColumn();
|
|
resultColumn.SetProperties(calculationParameters);
|
|
WriteResultsToNoteForLinearElements(body, resultColumn, document,ElementType.Column);
|
|
break;
|
|
case "ResultFloor":
|
|
ResultSurfaceElement resultFloor = new ResultSurfaceElement();
|
|
resultFloor.SetProperties(calculationParameters);
|
|
WriteResultsToNoteForSurfaceElements(body, resultFloor, document, element, ElementType.Floor);
|
|
break;
|
|
case "ResultWall":
|
|
ResultSurfaceElement resultWall = new ResultSurfaceElement();
|
|
resultWall.SetProperties(calculationParameters);
|
|
WriteResultsToNoteForSurfaceElements(body, resultWall, document, element, ElementType.Wall);
|
|
break;
|
|
}
|
|
}
|
|
return body;
|
|
}
|
|
/// </structural_toolkit_2015>
|
|
|
|
|
|
|
|
public override IList<BuiltInCategory> GetSupportedCategories(StructuralAssetClass material)
|
|
{
|
|
List<BuiltInCategory> supportedCategories = new List<BuiltInCategory>();
|
|
supportedCategories.Add(BuiltInCategory.OST_BeamAnalytical);
|
|
supportedCategories.Add(BuiltInCategory.OST_ColumnAnalytical);
|
|
/// <structural_toolkit_2015>
|
|
supportedCategories.Add(BuiltInCategory.OST_FoundationSlabAnalytical);
|
|
supportedCategories.Add(BuiltInCategory.OST_FloorAnalytical);
|
|
supportedCategories.Add(BuiltInCategory.OST_WallAnalytical);
|
|
/// </structural_toolkit_2015>
|
|
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;
|
|
}
|
|
/// <structural_toolkit_2015>
|
|
case "LabelFloor":
|
|
{
|
|
DocumentBody body = new DocumentBody();
|
|
LabelFloor LabelFloor = new LabelFloor();
|
|
LabelFloor.SetProperties(label, document);
|
|
|
|
|
|
body.Elements.Add(new DocumentLineBreak(1));
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
|
|
|
|
if (LabelFloor.EnabledInternalForces.Count > 0)
|
|
{
|
|
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
|
|
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorF_Note"), true));
|
|
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorQ_Note"), true));
|
|
if (LabelFloor.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MY))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("FloorM_Note"), true));
|
|
}
|
|
|
|
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", LabelFloor, this, document));
|
|
// Primary
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("PrimaryReinforcement"), 4));
|
|
if (LabelFloor.PrimaryReinforcement.Material != null)
|
|
{
|
|
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelFloor.PrimaryReinforcement.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"), LabelFloor.PrimaryReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
|
|
|
|
if (LabelFloor.PrimaryReinforcement.RebarBarType != null)
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelFloor.PrimaryReinforcement.RebarBarType.Name));
|
|
else
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelFloor.PrimaryReinforcement.DeformationType.ToString()));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelFloor.PrimaryReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
|
|
|
|
// Secondary
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("SecondaryReinforcement"), 4));
|
|
if (LabelFloor.SecondaryReinforcement.Material != null)
|
|
{
|
|
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelFloor.SecondaryReinforcement.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"), LabelFloor.SecondaryReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
|
|
|
|
if (LabelFloor.SecondaryReinforcement.RebarBarType != null)
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelFloor.SecondaryReinforcement.RebarBarType.Name));
|
|
else
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelFloor.SecondaryReinforcement.DeformationType.ToString()));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelFloor.SecondaryReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
|
|
|
|
return body;
|
|
}
|
|
case "LabelWall":
|
|
{
|
|
DocumentBody body = new DocumentBody();
|
|
LabelWall LabelWall = new LabelWall();
|
|
LabelWall.SetProperties(label, document);
|
|
|
|
|
|
body.Elements.Add(new DocumentLineBreak(1));
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("CalculationOptions"), 4));
|
|
|
|
if (LabelWall.EnabledInternalForces.Count > 0)
|
|
{
|
|
body.Elements.Add(new DocumentText(Resources.ResourceManager.GetString("EnabledInternalForces") + ":", true));
|
|
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FX))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallF_Note"), true));
|
|
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.FZ))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallQ_Note"), true));
|
|
if (LabelWall.EnabledInternalForces.Contains(ConcreteTypes.EnabledInternalForces.MX))
|
|
body.Elements.Add(new DocumentText("- " + Resources.ResourceManager.GetString("WallM_Note"), true));
|
|
}
|
|
|
|
body.Elements.Add(DocumentElement.GetDocumentElement("CreepCoefficient", LabelWall, this, document));
|
|
// Vertical
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("VerticalReinforcement"), 4));
|
|
if (LabelWall.VerticalReinforcement.Material != null)
|
|
{
|
|
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelWall.VerticalReinforcement.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"), LabelWall.VerticalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
|
|
|
|
if (LabelWall.VerticalReinforcement.RebarBarType != null)
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelWall.VerticalReinforcement.RebarBarType.Name));
|
|
else
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelWall.VerticalReinforcement.DeformationType.ToString()));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelWall.VerticalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
|
|
|
|
// Horizontal
|
|
body.Elements.Add(new DocumentTitle(Resources.ResourceManager.GetString("HorizontalReinforcement"), 4));
|
|
if (LabelWall.HorizontalReinforcement.Material != null)
|
|
{
|
|
StructuralAsset assL = Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.RebarUtility.GetMaterialStructuralAsset(LabelWall.HorizontalReinforcement.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"), LabelWall.HorizontalReinforcement.MinimumYieldStress, UnitsConverter.GetInternalUnit(UnitType.UT_Stress), UnitType.UT_Stress, document.GetUnits()));
|
|
|
|
if (LabelWall.HorizontalReinforcement.RebarBarType != null)
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), LabelWall.HorizontalReinforcement.RebarBarType.Name));
|
|
else
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("RebarBarType"), ""));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("DeformationType"), LabelWall.HorizontalReinforcement.DeformationType.ToString()));
|
|
body.Elements.Add(new DocumentValueWithName(Resources.ResourceManager.GetString("BarDiameter"), LabelWall.HorizontalReinforcement.BarDiameter, UnitsConverter.GetInternalUnit(UnitType.UT_Bar_Diameter), UnitType.UT_Bar_Diameter, document.GetUnits()));
|
|
|
|
return body;
|
|
}
|
|
/// </structural_toolkit_2015>
|
|
}
|
|
}
|
|
|
|
/// <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";
|
|
}
|
|
|
|
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);
|
|
}
|
|
|
|
/// <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
|
|
}
|
|
}
|