mirror of
https://github.com/jeremytammik/RevitSdkSamples.git
synced 2026-08-11 15:36:18 +00:00
Jeremy Tammik
293 lines
17 KiB
C#
293 lines
17 KiB
C#
//
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// (C) Copyright 2003-2013 by Autodesk, Inc.
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//
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// Permission to use, copy, modify, and distribute this software in
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// object code form for any purpose and without fee is hereby granted,
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// provided that the above copyright notice appears in all copies and
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// that both that copyright notice and the limited warranty and
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// restricted rights notice below appear in all supporting
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// documentation.
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//
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// AUTODESK PROVIDES THIS PROGRAM "AS IS" AND WITH ALL FAULTS.
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// AUTODESK SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF
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// MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE. AUTODESK, INC.
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// DOES NOT WARRANT THAT THE OPERATION OF THE PROGRAM WILL BE
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// UNINTERRUPTED OR ERROR FREE.
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//
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// Use, duplication, or disclosure by the U.S. Government is subject to
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// restrictions set forth in FAR 52.227-19 (Commercial Computer
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// Software - Restricted Rights) and DFAR 252.227-7013(c)(1)(ii)
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// (Rights in Technical Data and Computer Software), as applicable.
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//
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Text.RegularExpressions;
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using Autodesk.Revit.DB;
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namespace SectionPropertiesExplorer
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{
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internal class UnitsTypeAssignment
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{
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public UnitsTypeAssignment(UnitSymbolType symbolType, DisplayUnitType displayType)
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{
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SymbolType = symbolType;
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DisplayType = displayType;
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}
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public UnitSymbolType SymbolType { get; private set; }
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public DisplayUnitType DisplayType { get; private set; }
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}
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internal class UnitsAssignment
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{
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static UnitsAssignment()
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{
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imperialSettings = new Dictionary<UnitType, UnitsTypeAssignment>();
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imperialSettings.Add(UnitType.UT_Length, new UnitsTypeAssignment(UnitSymbolType.UST_IN_HG, DisplayUnitType.DUT_DECIMAL_INCHES));
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imperialSettings.Add(UnitType.UT_Section_Property, new UnitsTypeAssignment(UnitSymbolType.UST_IN_HG, DisplayUnitType.DUT_DECIMAL_INCHES));
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imperialSettings.Add(UnitType.UT_Section_Dimension, new UnitsTypeAssignment(UnitSymbolType.UST_IN_HG, DisplayUnitType.DUT_DECIMAL_INCHES));
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imperialSettings.Add(UnitType.UT_Section_Area, new UnitsTypeAssignment(UnitSymbolType.UST_IN_SUP_2, DisplayUnitType.DUT_SQUARE_INCHES));
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imperialSettings.Add(UnitType.UT_Moment_of_Inertia, new UnitsTypeAssignment(UnitSymbolType.UST_IN_SUP_4, DisplayUnitType.DUT_INCHES_TO_THE_FOURTH_POWER));
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imperialSettings.Add(UnitType.UT_Mass_per_Unit_Length, new UnitsTypeAssignment(UnitSymbolType.UST_LB_MASS_PER_FT, DisplayUnitType.DUT_POUNDS_MASS_PER_FOOT));
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imperialSettings.Add(UnitType.UT_Stress, new UnitsTypeAssignment(UnitSymbolType.UST_PSF, DisplayUnitType.DUT_POUNDS_FORCE_PER_SQUARE_FOOT));
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imperialSettings.Add(UnitType.UT_UnitWeight, new UnitsTypeAssignment(UnitSymbolType.UST_LBF_PER_CU_FT, DisplayUnitType.DUT_POUNDS_FORCE_PER_CUBIC_FOOT));
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imperialSettings.Add(UnitType.UT_Structural_Velocity, new UnitsTypeAssignment(UnitSymbolType.UST_FPS, DisplayUnitType.DUT_FEET_PER_SECOND));
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metricSettings = new Dictionary<UnitType, UnitsTypeAssignment>();
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metricSettings.Add(UnitType.UT_Length, new UnitsTypeAssignment(UnitSymbolType.UST_M, DisplayUnitType.DUT_METERS));
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metricSettings.Add(UnitType.UT_Section_Property, new UnitsTypeAssignment(UnitSymbolType.UST_M, DisplayUnitType.DUT_METERS));
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metricSettings.Add(UnitType.UT_Section_Dimension, new UnitsTypeAssignment(UnitSymbolType.UST_M, DisplayUnitType.DUT_METERS));
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metricSettings.Add(UnitType.UT_Section_Area, new UnitsTypeAssignment(UnitSymbolType.UST_M_SUP_2, DisplayUnitType.DUT_SQUARE_METERS));
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metricSettings.Add(UnitType.UT_Moment_of_Inertia, new UnitsTypeAssignment(UnitSymbolType.UST_M_SUP_4, DisplayUnitType.DUT_METERS_TO_THE_FOURTH_POWER));
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metricSettings.Add(UnitType.UT_Mass_per_Unit_Length, new UnitsTypeAssignment(UnitSymbolType.UST_KGM_PER_M, DisplayUnitType.DUT_KILOGRAMS_MASS_PER_METER));
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metricSettings.Add(UnitType.UT_Stress, new UnitsTypeAssignment(UnitSymbolType.UST_N_PER_M_SUP_2, DisplayUnitType.DUT_NEWTONS_PER_SQUARE_METER));
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metricSettings.Add(UnitType.UT_UnitWeight, new UnitsTypeAssignment(UnitSymbolType.UST_KN_PER_M_SUP_3, DisplayUnitType.DUT_KILONEWTONS_PER_CUBIC_METER));
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metricSettings.Add(UnitType.UT_Structural_Velocity, new UnitsTypeAssignment(UnitSymbolType.UST_M_PER_S, DisplayUnitType.DUT_METERS_PER_SECOND));
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RevitUnits = null;
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}
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public UnitsAssignment(string valueName, UnitType unitType)
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{
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ValueName = valueName;
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this.unitType = unitType;
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}
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static public Units RevitUnits { set; private get; }
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static public string GetUnitSymbol(string valueName, UnitsAssignment[] Assignments, Autodesk.Revit.DB.DisplayUnit unitSystem)
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{
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foreach (UnitsAssignment ua in Assignments)
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{
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if (ua.ValueName.CompareTo(valueName) == 0)
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{
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return ua.GetUnitSymbol(unitSystem);
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}
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}
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return "";
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}
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static public string GetUnitSymbol(string valueName, UnitsAssignment[] Assignments)
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{
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foreach (UnitsAssignment ua in Assignments)
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{
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if (ua.ValueName.CompareTo(valueName) == 0)
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{
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FormatOptions fo = RevitUnits.GetFormatOptions(ua.unitType);
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if (UnitSymbolType.UST_NONE == fo.UnitSymbol)
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return "";
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return LabelUtils.GetLabelFor(fo.UnitSymbol);
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}
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}
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return "";
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}
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static public double ConvertToRevitUI(string valueName, double value, UnitsAssignment[] Assignments, DisplayUnit unitSystem)
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{
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foreach (UnitsAssignment ua in Assignments)
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{
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if (ua.ValueName.CompareTo(valueName) == 0)
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{
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UnitsTypeAssignment currentAssignment;
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switch (unitSystem)
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{
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case DisplayUnit.IMPERIAL:
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if (!imperialSettings.TryGetValue(ua.unitType, out currentAssignment))
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return value;
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break;
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case DisplayUnit.METRIC:
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if (!metricSettings.TryGetValue(ua.unitType, out currentAssignment))
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return value;
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break;
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default:
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return value;
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}
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value = UnitUtils.Convert(value, currentAssignment.DisplayType, RevitUnits.GetDisplayUnitType());
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break;
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}
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}
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return value;
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}
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static public string FormatToRevitUI(string valueName, double value, UnitsAssignment[] Assignments, bool appendUnitSymbol = false)
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{
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string formatedValue = value.ToString();
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if (null == RevitUnits)
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return formatedValue;
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foreach (UnitsAssignment ua in Assignments)
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{
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if (ua.ValueName.CompareTo(valueName) == 0)
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{
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FormatOptions fo = RevitUnits.GetFormatOptions(ua.unitType);
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FormatValueOptions formatValueOptions = new FormatValueOptions();
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formatValueOptions.SetFormatOptions(fo);
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formatValueOptions.AppendUnitSymbol = appendUnitSymbol;
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formatedValue = UnitFormatUtils.FormatValueToString(RevitUnits, ua.unitType, value, false, false, formatValueOptions);
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string unitSymbol = GetUnitSymbol(valueName, Assignments);
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if(unitSymbol.Length > 0)
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formatedValue = Regex.Replace(formatedValue, unitSymbol, "");
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break;
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}
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}
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return formatedValue;
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}
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public string ValueName { get; private set; }
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private string GetUnitSymbol(DisplayUnit unitSystem)
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{
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UnitsTypeAssignment assignment;
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switch (unitSystem)
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{
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case DisplayUnit.IMPERIAL:
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if (!imperialSettings.TryGetValue(unitType, out assignment))
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return "";
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break;
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case DisplayUnit.METRIC:
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if (!metricSettings.TryGetValue(unitType, out assignment))
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return "";
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break;
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default:
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return "";
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}
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if (UnitSymbolType.UST_NONE == assignment.SymbolType)
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return "";
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return LabelUtils.GetLabelFor(assignment.SymbolType);
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}
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private UnitType unitType;
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static private Dictionary<UnitType, UnitsTypeAssignment> imperialSettings;
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static private Dictionary<UnitType, UnitsTypeAssignment> metricSettings;
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}
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internal class ElementInfoUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("GeomLength", UnitType.UT_Length),
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new UnitsAssignment("LayerThickness", UnitType.UT_Length),
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new UnitsAssignment("LayerOffset", UnitType.UT_Length),
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new UnitsAssignment("SlabThickness", UnitType.UT_Length),
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new UnitsAssignment("SlabDimension", UnitType.UT_Length),
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new UnitsAssignment("WallThickness", UnitType.UT_Length),
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new UnitsAssignment("WallDimension", UnitType.UT_Length)
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};
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}
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internal class SectionDimensionsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("h", UnitType.UT_Section_Dimension),
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new UnitsAssignment("hw", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tw", UnitType.UT_Section_Dimension),
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new UnitsAssignment("t", UnitType.UT_Section_Dimension),
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new UnitsAssignment("hw1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tw1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("hw2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tw2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("h1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("h2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("b", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tf", UnitType.UT_Section_Dimension),
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new UnitsAssignment("bf", UnitType.UT_Section_Dimension),
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new UnitsAssignment("bf1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tf1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("bf2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("tf2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("l1", UnitType.UT_Section_Dimension),
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new UnitsAssignment("l2", UnitType.UT_Section_Dimension),
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new UnitsAssignment("s", UnitType.UT_Section_Dimension),
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new UnitsAssignment("vy", UnitType.UT_Section_Dimension),
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new UnitsAssignment("vpy", UnitType.UT_Section_Dimension),
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new UnitsAssignment("vz", UnitType.UT_Section_Dimension),
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new UnitsAssignment("vpz", UnitType.UT_Section_Dimension)
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};
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}
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internal class SectionCharacteristicsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("A", UnitType.UT_Section_Area),
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new UnitsAssignment("Iy", UnitType.UT_Moment_of_Inertia),
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new UnitsAssignment("Iz", UnitType.UT_Moment_of_Inertia),
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new UnitsAssignment("ry", UnitType.UT_Section_Property),
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new UnitsAssignment("rz", UnitType.UT_Section_Property),
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new UnitsAssignment("mass", UnitType.UT_Mass_per_Unit_Length)
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};
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}
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internal class MaterialCharacteristicsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("YoungModulus", UnitType.UT_Stress),
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new UnitsAssignment("PoissonRatio", UnitType.UT_Number),
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new UnitsAssignment("ThermalExpansionCoefficient", UnitType.UT_ThermalExpansion),
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new UnitsAssignment("UnitWeight", UnitType.UT_UnitWeight),
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new UnitsAssignment("DampingRatio", UnitType.UT_Number),
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new UnitsAssignment("ShearModulusG", UnitType.UT_Stress)
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};
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}
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internal class MaterialConcreteCharacteristicsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("Compression", UnitType.UT_Stress),
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new UnitsAssignment("BendingReinforcement", UnitType.UT_Stress),
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new UnitsAssignment("ShearReinforcement", UnitType.UT_Stress),
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new UnitsAssignment("ShearStrengthReduction", UnitType.UT_Number)
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};
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}
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internal class MaterialMetalCharacteristicsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("MinimumYieldStress", UnitType.UT_Stress),
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new UnitsAssignment("MinimumTensileStrength", UnitType.UT_Stress),
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new UnitsAssignment("ReductionShearFactor", UnitType.UT_Number)
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};
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}
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internal class MaterialTimberCharacteristicsUnits
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{
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public static UnitsAssignment[] Assignments = {
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new UnitsAssignment("ParallelCompressionStrength", UnitType.UT_Stress),
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new UnitsAssignment("ParallelShearStrength", UnitType.UT_Stress),
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new UnitsAssignment("AverageModulusG", UnitType.UT_Stress),
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new UnitsAssignment("BurningVelocity", UnitType.UT_Structural_Velocity),
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new UnitsAssignment("BendingStrength", UnitType.UT_Stress),
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new UnitsAssignment("PerpendicularShearStrength", UnitType.UT_Stress),
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new UnitsAssignment("PerpendicularCompressionStrength", UnitType.UT_Stress)
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};
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}
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}
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