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RevitSdkSamples/SDK/Steel Connections SDK/Samples/SteelConnectionsNetJoints/BridgeGirderSample.cs
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Jeremy Tammik 4d69f3eea5 copied Revit 2024 SDK
2023-04-26 14:47:47 +02:00

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C#
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using Autodesk.AdvanceSteel.CADAccess;
using Autodesk.AdvanceSteel.CADLink.Database;
using Autodesk.AdvanceSteel.ConstructionTypes;
using Autodesk.AdvanceSteel.Geometry;
using Autodesk.AdvanceSteel.Modelling;
using System;
using System.Collections.Generic;
using System.Diagnostics;
using System.Linq;
namespace SteelConnectionsDotNetJointExample
{
public class BridgeGirderSample : IRule
{
ObjectId _jointId;
//
// dummy unit TB test
double _dSomeUnitValue = 10;
//web info
double _webThickness;
int _numberOfSegmentPoints;//start, intermed 1, intermed 2, end
List<double> _webTopHeight;//contains a list of top heights at segmentation points: start, intermediate point 1, intermediate point 2, end
List<double> _webTopHeightDistToIntermPt;
List<double> _webBottomHeight;//contains a list of bottom heights at segmentation points: start, intermediate point 1, intermediate point 2, end
List<double> _webBottomHeightDistToIntermPt;
//top flange info
double _flangeTopThickness;
List<double> _flangeTopLeftWidth;//contains a list of flange top left widths at segmentation points: start, intermediate point 1, intermediate point 2, end
List<double> _flangeTopRightWidth;//contains a list of flange top right widths at segmentation points: start, intermediate point 1, intermediate point 2, end
//bottom flange info
double _flangeBottomThickness;
List<double> _flangeBottomLeftWidth;//contains a list of flange bottom left widths at segmentation points: start, intermediate point 1, intermediate point 2, end
List<double> _flangeBottomRightWidth;//contains a list of flange top right widths at segmentation points: start, intermediate point 1, intermediate point 2, end
//grid definition
int _numberOfRows;
double _distanceBetweenRows;
double _curvature;
//stiffener info
double _stiffenerThickness;
int _numberOfStiffenersPerBeam;
int _stiffenerIsPerpendicularOnXAxis; // this is int because of serialization - TODO decide if this is ok - framework!
//bracing info
string _bracingProfileName;
//bolts&anchors
int _createAnchorsInstead;
//bolts
string _boltType;
string _boltMaterial;
double _boltDiameter;
string _boltSet;
//weld
int _weldKey;
//anchors
string _anchorType;
string _anchorMaterial;
double _anchorDiameter;
string _anchorSet;
double _anchorLength;
//shear studs
string _studType;
string _studMaterial;
double _studDiameter;
double _studLength;
//not on the filers
Vector3d _xAxis;
Vector3d _yAxis;
Vector3d _zAxis;
int _webPlateIndex;
int _flangePlateIndex;
int _stiffenerIndex;
int _bracingIndex;
List<List<Point3d>> _ptsStiffenerTopLeftPoints;
List<List<Point3d>> _ptsStiffenerTopRightPoints;
List<List<Point3d>> _ptsStiffenerBottomLeftPoints;
List<List<Point3d>> _ptsStiffenerBottomRightPoints;
//
// dummy
string _strMaterialKey;
public BridgeGirderSample()
{
}
public void Query(IUI ui)
{
Console.WriteLine("Query called");
eUIErrorCodes errCode;
ui.ClassFilter.AppendAcceptedBaseClass(FilerObject.eObjectType.kBeam);
FilerObject fobj = ui.SelectObject(666, false, out errCode);
if (null != fobj)
{
IJoint jnt = DatabaseManager.Open(JointId) as IJoint;
if (null != jnt)
{
jnt.SetInputObjects(new FilerObject[] { fobj }, new int[] { -1 });
}
}
LoadDefaultValues();
}
private void LoadDefaultValues()
{
//web info
_webThickness = 20;
_numberOfSegmentPoints = 4;
_webTopHeight = new List<double>() { 500, 500, 500, 500 };
_webTopHeightDistToIntermPt = new List<double>() { 10000, 20000 };
_webBottomHeight = new List<double>() { 1000, 700, 1700, 500 };
_webBottomHeightDistToIntermPt = new List<double>() { 10000, 20000 };
//top flange info
_flangeTopThickness = 15;
_flangeTopLeftWidth = new List<double>() { 500, 500, 500, 500 };
_flangeTopRightWidth = new List<double>() { 500, 500, 500, 500 };
//bottom flange info
_flangeBottomThickness = 15;
_flangeBottomLeftWidth = new List<double>() { 500, 500, 500, 500 };
_flangeBottomRightWidth = new List<double>() { 500, 500, 500, 500 };
//grid info
_numberOfRows = 6;
_distanceBetweenRows = 4000;
_curvature = 0;
//stiffener info
_stiffenerThickness = 15;
_numberOfStiffenersPerBeam = 6;
_stiffenerIsPerpendicularOnXAxis = 1;
//bracing info
_bracingProfileName = "Flat nach DIN#@§@#FL100X10";
_strMaterialKey = "09CuP";
//bolts&anchors
_createAnchorsInstead = 0;
//bolts
_boltType = "ASTM A325";
_boltMaterial = "10.9";
_boltDiameter = 19.05;
_boltSet = "MuS";
_weldKey = 1;
//anchors
_anchorType = "US Normal Anchors";
_anchorMaterial = "10.9";
_anchorDiameter = 19.05;
_anchorSet = "MuS";
_anchorLength = 203.19999999999999;
//shear studs
_studType = "Nelson S3L-Inch";
_studMaterial = "Mild Steel";
_studDiameter = 19.05;
_studLength = 101.59999999999999;
}
public void CreateObjects()
{
//
// get my start points
IJoint jnt = DatabaseManager.Open(JointId) as IJoint;
IEnumerable<FilerObject> input = jnt.InputObjects;
//
// prepare the output
List<CreatedObjectInformation> arrCOI = new List<CreatedObjectInformation>();
try
{
if (input.Count() == 1)
{
StraightBeam beam = input.ElementAt(0) as StraightBeam;
//UserDefinedPoint udpEnd = input.ElementAt(1) as UserDefinedPoint;
if (null != beam)
{
InitializeNonFilerMembers();
//
// this is basically some data validation and preparation for avoiding many checks or problems later
Point3d ptBeamStart = beam.GetPointAtStart(0);
Point3d ptBeamEnd = beam.GetPointAtEnd(0);
AdjustParameters(ptBeamStart, ptBeamEnd);
//
// for now the parallel beams are the same - we just repeat the creation of one as many times as necessary
// even in the future when there may be slight differences between them we should be able to incorporate them
// in the "one beam creation" code and still call it like this
double dHalfRows = (_numberOfRows - 1) / 2.0;
for (int i = 0; i < _numberOfRows; i++)
{
double dCurrCoef = 1 - Math.Abs(dHalfRows - i) / dHalfRows;
Point3d ptStart = ptBeamStart + _yAxis * _distanceBetweenRows * i + _zAxis * dCurrCoef * _curvature;
Point3d ptEnd = ptBeamEnd + _yAxis * _distanceBetweenRows * i + _zAxis * dCurrCoef * _curvature;
//
// start with the web of the beam
createWebPlate(arrCOI, ptStart, ptEnd);
//
// top and bottom flanges
createFlangePlates(arrCOI, ptStart, ptEnd);
//
// build the stiffners - this will also set some key points information in some temporary (non-filerable) points lists for placing the bracings
createStiffeners(arrCOI, ptStart, ptEnd);
}
//
// finally create all the bracings where it makes sense with the help of the information previously prepared by the stiffner creation method
createBracings(arrCOI);
}
}
}
catch (Exception ex)
{
Debug.Assert(false, ex.Message);
}
//
// created objects need to be set to the joint
jnt.SetCreatedObjects(arrCOI, true);
}
private void InitializeNonFilerMembers()
{
_webPlateIndex = 0;
_flangePlateIndex = 0;
_stiffenerIndex = 0;
_bracingIndex = 0;
_ptsStiffenerTopLeftPoints = new List<List<Point3d>>();
_ptsStiffenerTopRightPoints = new List<List<Point3d>>();
_ptsStiffenerBottomLeftPoints = new List<List<Point3d>>();
_ptsStiffenerBottomRightPoints = new List<List<Point3d>>();
}
public void Save(IFiler filer)
{
filer.WriteVersion(1);
//web info
filer.WriteItem(_webThickness, "_webThickness");
filer.WriteItem(_numberOfSegmentPoints, "_numberOfSegmentPoints");
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_webTopHeight[i], "_webTopHeight_" + i.ToString());
}
for (int i = 0; i < _numberOfSegmentPoints - 2; i++)
{
filer.WriteItem(_webTopHeightDistToIntermPt[i], "_webTopHeightDistToIntermPt_" + i.ToString());
}
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_webBottomHeight[i], "_webBottomHeight_" + i.ToString());
}
for (int i = 0; i < _numberOfSegmentPoints - 2; i++)
{
filer.WriteItem(_webBottomHeightDistToIntermPt[i], "_webBottomHeightDistToIntermPt_" + i.ToString());
}
//top flange info
filer.WriteItem(_flangeTopThickness, "_flangeTopThickness");
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_flangeTopLeftWidth[i], "_flangeTopLeftWidth_" + i.ToString());
}
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_flangeTopRightWidth[i], "_flangeTopRightWidth_" + i.ToString());
}
//bottom flange info
filer.WriteItem(_flangeBottomThickness, "_flangeBottomThickness");
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_flangeBottomLeftWidth[i], "_flangeBottomLeftWidth_" + i.ToString());
}
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
filer.WriteItem(_flangeBottomRightWidth[i], "_flangeBottomRightWidth_" + i.ToString());
}
//grid info
filer.WriteItem(_numberOfRows, "_numberOfRows");
filer.WriteItem(_distanceBetweenRows, "_distanceBetweenRows");
filer.WriteItem(_curvature, "_curvature");
//stiffener info
filer.WriteItem(_stiffenerThickness, "_stiffenerThickness");
filer.WriteItem(_numberOfStiffenersPerBeam, "_numberOfStiffenersPerBeam");
filer.WriteItem(_stiffenerIsPerpendicularOnXAxis, "_stiffenerIsPerpendicularOnXAxis");
//bracing info
filer.WriteItem(_bracingProfileName, "_bracingProfileName");
//
// dummy
filer.WriteItem(_strMaterialKey, "_strMaterialKey");
//test stuff
filer.WriteItem(_createAnchorsInstead, "_createAnchorsInstead");
//bolts
filer.WriteItem(_boltType, "_boltType");
filer.WriteItem(_boltMaterial, "_boltMaterial");
filer.WriteItem(_boltDiameter, "_boltDiameter");
filer.WriteItem(_boltSet, "_boltSet");
//weld
filer.WriteItem(_weldKey, "_weldKey");
//anchors
filer.WriteItem(_anchorType, "_anchorType");
filer.WriteItem(_anchorMaterial, "_anchorMaterial");
filer.WriteItem(_anchorDiameter, "_anchorDiameter");
filer.WriteItem(_anchorSet, "_anchorSet");
filer.WriteItem(_anchorLength, "_anchorLength");
//shear studs
filer.WriteItem(_studType, "_studType");
filer.WriteItem(_studMaterial, "_studMaterial");
filer.WriteItem(_studDiameter, "_studDiameter");
filer.WriteItem(_studLength, "_studLength");
filer.WriteItem(_dSomeUnitValue, "_dSomeUnitValue");
}
public void Load(IFiler filer)
{
int version = filer.ReadVersion();
//web info
_webThickness = (double)filer.ReadItem("_webThickness");
_numberOfSegmentPoints = (int)filer.ReadItem("_numberOfSegmentPoints");
_webTopHeight = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_webTopHeight.Add((double)filer.ReadItem("_webTopHeight_" + i.ToString()));
}
_webTopHeightDistToIntermPt = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints - 2; i++)
{
_webTopHeightDistToIntermPt.Add((double)filer.ReadItem("_webTopHeightDistToIntermPt_" + i.ToString()));
}
_webBottomHeight = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_webBottomHeight.Add((double)filer.ReadItem("_webBottomHeight_" + i.ToString()));
}
_webBottomHeightDistToIntermPt = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints - 2; i++)
{
_webBottomHeightDistToIntermPt.Add((double)filer.ReadItem("_webBottomHeightDistToIntermPt_" + i.ToString()));
}
//top flange info
_flangeTopThickness = (double)filer.ReadItem("_flangeTopThickness");
_flangeTopLeftWidth = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_flangeTopLeftWidth.Add((double)filer.ReadItem("_flangeTopLeftWidth_" + i.ToString()));
}
_flangeTopRightWidth = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_flangeTopRightWidth.Add((double)filer.ReadItem("_flangeTopRightWidth_" + i.ToString()));
}
//bottom flange info
_flangeBottomThickness = (double)filer.ReadItem("_flangeBottomThickness");
_flangeBottomLeftWidth = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_flangeBottomLeftWidth.Add((double)filer.ReadItem("_flangeBottomLeftWidth_" + i.ToString()));
}
_flangeBottomRightWidth = new List<double>();
for (int i = 0; i < _numberOfSegmentPoints; i++)
{
_flangeBottomRightWidth.Add((double)filer.ReadItem("_flangeBottomRightWidth_" + i.ToString()));
}
//grid info
_numberOfRows = (int)filer.ReadItem("_numberOfRows");
_distanceBetweenRows = (double)filer.ReadItem("_distanceBetweenRows");
_curvature = (double)filer.ReadItem("_curvature");
//stiffener info
_stiffenerThickness = (double)filer.ReadItem("_stiffenerThickness");
_numberOfStiffenersPerBeam = (int)filer.ReadItem("_numberOfStiffenersPerBeam");
_stiffenerIsPerpendicularOnXAxis = (int)filer.ReadItem("_stiffenerIsPerpendicularOnXAxis");
//bracing info
_bracingProfileName = (string)filer.ReadItem("_bracingProfileName");
//
// dummy
_strMaterialKey = (string)filer.ReadItem("_strMaterialKey");
//test stuff
_createAnchorsInstead = (int)filer.ReadItem("_createAnchorsInstead");
//bolts
_boltType = (string)filer.ReadItem("_boltType");
_boltMaterial = (string)filer.ReadItem("_boltMaterial");
_boltDiameter = (double)filer.ReadItem("_boltDiameter");
_boltSet = (string)filer.ReadItem("_boltSet");
//weld
_weldKey = (int)filer.ReadItem("_weldKey");
//anchors
_anchorType = (string)filer.ReadItem("_anchorType");
_anchorMaterial = (string)filer.ReadItem("_anchorMaterial");
_anchorDiameter = (double)filer.ReadItem("_anchorDiameter");
_anchorSet = (string)filer.ReadItem("_anchorSet");
_anchorLength = (double)filer.ReadItem("_anchorLength");
//shear studs
_studType = (string)filer.ReadItem("_studType");
_studMaterial = (string)filer.ReadItem("_studMaterial");
_studDiameter = (double)filer.ReadItem("_studDiameter");
_studLength = (double)filer.ReadItem("_studLength");
_dSomeUnitValue = (double)filer.ReadItem("_dSomeUnitValue");
}
public void GetRulePages(IRuleUIBuilder builder)
{
// ids are copied from an ApexTieAntiSag page
builder.SheetPromptId = 97065;
builder.FirstPageBitmapIdx = 68258;
string img = "Dummy.png";
string img2 = "ResDummy.png";
string dllName = "SteelConnectionsDotNetJointExample.dll";
//top web info page
int nId = builder.BuildRulePage(87790, -1, 60601); // no group, page title and bitmap are copied from an ApexAntiSag page
builder.AddTextBox(nId, "_webThickness", "_webThickness", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightStart", "_webTopHeight_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightInterm1", "_webTopHeight_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightInterm2", "_webTopHeight_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightEnd", "_webTopHeight_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightDistToIntermPt1", "_webTopHeightDistToIntermPt_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webTopHeightDistToIntermPt2", "_webTopHeightDistToIntermPt_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "Test angle units", "_dSomeUnitValue", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kAngle);
builder.AddCheckBox(nId, "_createAnchorsInstead", "_createAnchorsInstead");
// bottom web info page
nId = builder.BuildRulePage(97053, -1, dllName, img2);
builder.AddTextBox(nId, "_webBottomHeightStart", "_webBottomHeight_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webBottomHeightInterm1", "_webBottomHeight_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webBottomHeightInterm2", "_webBottomHeight_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webBottomHeightEnd", "_webBottomHeight_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webBottomHeightDistToIntermPt1", "_webBottomHeightDistToIntermPt_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_webBottomHeightDistToIntermPt2", "_webBottomHeightDistToIntermPt_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
//top flange info page
nId = builder.BuildRulePage(97053, -1, dllName, img);
builder.AddTextBox(nId, "_flangeTopThickness", "_flangeTopThickness", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopLeftWidthStart", "_flangeTopLeftWidth_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopLeftWidthInterm1", "_flangeTopLeftWidth_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopLeftWidthInterm2", "_flangeTopLeftWidth_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopLeftWidthEnd", "_flangeTopLeftWidth_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopRightWidthStart", "_flangeTopRightWidth_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopRightWidthInterm1", "_flangeTopRightWidth_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopRightWidthInterm2", "_flangeTopRightWidth_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeTopRightWidthEnd", "_flangeTopRightWidth_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
//bottom flange info page
nId = builder.BuildRulePage(97053, -1, dllName, img2);
builder.AddTextBox(nId, "_flangeBottomThickness", "_flangeBottomThickness", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomLeftWidthStart", "_flangeBottomLeftWidth_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomLeftWidthInterm1", "_flangeBottomLeftWidth_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomLeftWidthInterm2", "_flangeBottomLeftWidth_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomLeftWidthEnd", "_flangeBottomLeftWidth_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomRightWidthStart", "_flangeBottomRightWidth_0", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomRightWidthInterm1", "_flangeBottomRightWidth_1", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomRightWidthInterm2", "_flangeBottomRightWidth_2", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_flangeBottomRightWidthEnd", "_flangeBottomRightWidth_3", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
//grid definition
nId = builder.BuildRulePage(97053, -1, dllName, img);
builder.AddTextBox(nId, "_numberOfRows", "_numberOfRows", typeof(int));
builder.AddTextBox(nId, "_distanceBetweenRows", "_distanceBetweenRows", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_curvature", "_curvature", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
//stiffener info
nId = builder.BuildRulePage(97053, -1, dllName, img);
builder.AddTextBox(nId, "_stiffenerThickness", "_stiffenerThickness", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
builder.AddTextBox(nId, "_numberOfStiffenersPerBeam", "_numberOfStiffenersPerBeam", typeof(int));
builder.AddSelectorCustom(nId, "_stiffenerIsPerpendicularOnXAxis", "_stiffenerIsPerpendicularOnXAxis", typeof(int), new string[] { "vertical", "perpendicular" });
//bracing info
nId = builder.BuildRulePage(97053, -1, dllName, img2);
builder.AddSelector(nId, IRuleUIBuilder.eSelectorType.kProfile, "_bracingProfileName", "_bracingProfileName", new string[] { "W", "I", "F" });
//material info
builder.AddSelector(nId, IRuleUIBuilder.eSelectorType.kMaterial, "_strMaterialKey", "_strMaterialKey", Enumerable.Empty<string>());
//bolts info
nId = builder.BuildRulePage(4200, -1, dllName, img2);
builder.AddCheckBox(nId, "_createAnchorsInstead", "_createAnchorsInstead");
builder.AddBoltSelector(nId, "Bolt properties label", "_boltType", "_boltMaterial", "_boltDiameter", "_boltSet");
builder.AddAnchorSelector(nId, "Anchor properties label", "_anchorType", "_anchorMaterial", "_anchorDiameter", "_anchorSet", "_anchorLength");
//shear studs
nId = builder.BuildRulePage(31208, -1, dllName, img2);
builder.AddConnectorSelector(nId, "Shear studs properties label", "_studType", "_studMaterial", "_studDiameter");
builder.AddTextBox(nId, "_studLength", "_studLength", typeof(double), Autodesk.AdvanceSteel.DotNetRoots.Units.Unit.eUnitType.kDistance);
//weld
nId = builder.BuildRulePage(97053, -1, dllName, img2);
builder.AddSelector(nId, IRuleUIBuilder.eSelectorType.kWeld, "_weldKey", "_weldKey", Enumerable.Empty<string>());
}
public string GetTableName()
{
return "";
}
public ObjectId JointId { get { return _jointId; } set { _jointId = value; } }
private void AdjustParameters(Point3d ptBeamStart, Point3d ptBeamEnd)
{
computeJointCS(ptBeamStart, ptBeamEnd);
double beamLength = ptBeamStart.DistanceTo(ptBeamEnd);
//make sure the breaking point are in the right order and that they are "inside" the beam
if (_webTopHeightDistToIntermPt[0] > beamLength || _webTopHeightDistToIntermPt[0] <= 0)
{
_webTopHeightDistToIntermPt[0] = beamLength / 3;
}
if (_webTopHeightDistToIntermPt[1] > beamLength || _webTopHeightDistToIntermPt[1] <= 0)
{
_webTopHeightDistToIntermPt[1] = beamLength * 2 / 3;
}
if (_webBottomHeightDistToIntermPt[0] > beamLength || _webBottomHeightDistToIntermPt[0] <= 0)
{
_webBottomHeightDistToIntermPt[0] = beamLength / 3;
}
if (_webBottomHeightDistToIntermPt[1] > beamLength || _webBottomHeightDistToIntermPt[1] <= 0)
{
_webBottomHeightDistToIntermPt[1] = beamLength * 2 / 3;
}
if (_webTopHeightDistToIntermPt[0] > _webTopHeightDistToIntermPt[1])
{
double tmp = _webTopHeightDistToIntermPt[0];
_webTopHeightDistToIntermPt[0] = _webTopHeightDistToIntermPt[1];
_webTopHeightDistToIntermPt[1] = tmp;
}
if (_webBottomHeightDistToIntermPt[0] > _webBottomHeightDistToIntermPt[1])
{
double tmp = _webBottomHeightDistToIntermPt[0];
_webBottomHeightDistToIntermPt[0] = _webBottomHeightDistToIntermPt[1];
_webBottomHeightDistToIntermPt[1] = tmp;
}
}
private void computeJointCS(Point3d ptBeamStart, Point3d ptBeamEnd)
{
_xAxis = ptBeamEnd.Subtract(ptBeamStart);
if (!_xAxis.IsParallelTo(Vector3d.kZAxis))
_yAxis = Vector3d.kZAxis.CrossProduct(_xAxis);
else
_yAxis = Vector3d.kYAxis;
_zAxis = _xAxis.CrossProduct(_yAxis);
//
// it's better to make sure
_xAxis.Normalize();
_yAxis.Normalize();
_zAxis.Normalize();
}
private void createWebPlate(List<CreatedObjectInformation> arrCOI, Point3d ptBeamStart, Point3d ptBeamEnd)
{
//compute the web plane
Plane planeWeb = new Plane(ptBeamStart, _yAxis);
//
// having the data in a nice form allows us to just start with a point, and just keep adding the proper
// vertices until we reach each corner of the web plate... until the end
//compute the web vertices
List<Point3d> arrWebVertices = new List<Point3d>();
Point3d ptTmp = ptBeamStart + _zAxis * _webTopHeight[0];
arrWebVertices.Add(ptTmp);//top1 = top start
ptTmp = ptBeamStart + _zAxis * _webTopHeight[1];
ptTmp = ptTmp + _xAxis * _webTopHeightDistToIntermPt[0];
arrWebVertices.Add(ptTmp);//top2 = top interm 1
ptTmp = ptBeamStart + _zAxis * _webTopHeight[2];
ptTmp = ptTmp + _xAxis * _webTopHeightDistToIntermPt[1];
arrWebVertices.Add(ptTmp);//top3 = top interm 2
ptTmp = ptBeamEnd + _zAxis * _webTopHeight[3];
arrWebVertices.Add(ptTmp);//top4 = top end
ptTmp = ptBeamEnd + _zAxis * (-_webBottomHeight[3]);
arrWebVertices.Add(ptTmp);//bottom4 = bottom end
ptTmp = ptBeamStart + _zAxis * (-_webBottomHeight[2]);
ptTmp = ptTmp + _xAxis * _webBottomHeightDistToIntermPt[1];
arrWebVertices.Add(ptTmp);//bottom3 = bottom interm 2
ptTmp = ptBeamStart + _zAxis * (-_webBottomHeight[1]);
ptTmp = ptTmp + _xAxis * _webBottomHeightDistToIntermPt[0];
arrWebVertices.Add(ptTmp);//bottom2 = bottom interm 1
ptTmp = ptBeamStart + _zAxis * (-_webBottomHeight[0]);
arrWebVertices.Add(ptTmp);//bottom1 = bottom start
CreatePlate(arrCOI, planeWeb, arrWebVertices, "WebPlate_" + (_webPlateIndex++).ToString(), 0.5, _webThickness);
}
private void CreatePlate(List<CreatedObjectInformation> arrCOI, Plane plane, List<Point3d> arrVertices, string role, double portioning, double thickness)
{
Plate plate = new Plate(plane, arrVertices.ToArray(), thickness);
if (plate != null)
{
plate.Portioning = portioning;
plate.WriteToDb();
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = plate;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
if (role.Contains("WebPlate_"))
{
CreateShearStuds(arrCOI, plate, "connector_" + role);
}
}
}
private void createFlangePlates(List<CreatedObjectInformation> arrCOI, Point3d ptBeamStart, Point3d ptBeamEnd)
{
//create flange top start
Point3d ptCenterStart = ptBeamStart + _zAxis * _webTopHeight[0];
Point3d ptCenterEnd = ptBeamStart + _zAxis * _webTopHeight[1];
ptCenterEnd = ptCenterEnd + _xAxis * _webTopHeightDistToIntermPt[0];
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeTopLeftWidth[0], _flangeTopRightWidth[0], _flangeTopLeftWidth[1], _flangeTopRightWidth[1], _flangeTopThickness, 1);
//create flange top middle
ptCenterStart = ptCenterEnd;
ptCenterEnd = ptBeamStart + _zAxis * _webTopHeight[2];
ptCenterEnd = ptCenterEnd + _xAxis * _webTopHeightDistToIntermPt[1];
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeTopLeftWidth[1], _flangeTopRightWidth[1], _flangeTopLeftWidth[2], _flangeTopRightWidth[2], _flangeTopThickness, 1);
//create flange top end
ptCenterStart = ptCenterEnd;
ptCenterEnd = ptBeamEnd + _zAxis * _webTopHeight[3];
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeTopLeftWidth[2], _flangeTopRightWidth[2], _flangeTopLeftWidth[3], _flangeTopRightWidth[3], _flangeTopThickness, 1);
//create flange bottom start
ptCenterStart = ptBeamStart + _zAxis * (-_webBottomHeight[0]);
ptCenterEnd = ptBeamStart + _zAxis * (-_webBottomHeight[1]);
ptCenterEnd = ptCenterEnd + _xAxis * (_webBottomHeightDistToIntermPt[0]);
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeBottomLeftWidth[0], _flangeBottomRightWidth[0], _flangeBottomLeftWidth[1], _flangeBottomRightWidth[1], _flangeBottomThickness, 0);
//create flange bottom middle
ptCenterStart = ptCenterEnd;
ptCenterEnd = ptBeamStart + _zAxis * (-_webBottomHeight[2]);
ptCenterEnd = ptCenterEnd + _xAxis * _webBottomHeightDistToIntermPt[1];
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeBottomLeftWidth[1], _flangeBottomRightWidth[1], _flangeBottomLeftWidth[2], _flangeBottomRightWidth[2], _flangeBottomThickness, 0);
//create flange bottom end
ptCenterStart = ptCenterEnd;
ptCenterEnd = ptBeamEnd + _zAxis * (-_webBottomHeight[3]);
createFlangePlate(arrCOI, ptCenterStart, ptCenterEnd, _flangeBottomLeftWidth[2], _flangeBottomRightWidth[2], _flangeBottomLeftWidth[3], _flangeBottomRightWidth[3], _flangeBottomThickness, 0);
}
private void createFlangePlate(List<CreatedObjectInformation> arrCOI, Point3d ptCenterStart, Point3d ptCenterEnd,
double startLeftWidth, double startRightWidth, double endLeftWidth, double endRightWidth, double flangeThickness, double portioning)
{
//compute the flange plane
Vector3d vDir = ptCenterEnd.Subtract(ptCenterStart);
Plane planeFlange = new Plane(ptCenterStart, vDir.CrossProduct(_yAxis));
//compute the web vertices
List<Point3d> arrFlangeVertices = new List<Point3d>();
Point3d ptTmp = ptCenterStart + _yAxis * startLeftWidth;
arrFlangeVertices.Add(ptTmp);
ptTmp = ptCenterEnd + _yAxis * endLeftWidth;
arrFlangeVertices.Add(ptTmp);
ptTmp = ptCenterEnd + _yAxis * (-endRightWidth);
arrFlangeVertices.Add(ptTmp);
ptTmp = ptCenterStart + _yAxis * (-startRightWidth);
arrFlangeVertices.Add(ptTmp);
CreatePlate(arrCOI, planeFlange, arrFlangeVertices, "FlangePlate_" + (_flangePlateIndex++).ToString(), portioning, flangeThickness);
}
private void createStiffeners(List<CreatedObjectInformation> arrCOI, Point3d ptBeamStart, Point3d ptBeamEnd)
{
List<Point3d> ptsTopLeft = new List<Point3d>();
List<Point3d> ptsTopRight = new List<Point3d>();
List<Point3d> ptsBottomLeft = new List<Point3d>();
List<Point3d> ptsBottomRight = new List<Point3d>();
double beamLength = (ptBeamEnd - ptBeamStart).GetLength() - _stiffenerThickness;
for (int i = 0; i < _numberOfStiffenersPerBeam; i++)
{
Point3d ptStiffenerCenter = ptBeamStart + _xAxis * (_stiffenerThickness / 2 + beamLength / _numberOfStiffenersPerBeam * i) + _xAxis * beamLength / _numberOfStiffenersPerBeam / 2;
createStiffener(arrCOI, ptBeamStart, ptBeamEnd, ptStiffenerCenter, true, ref ptsTopLeft, ref ptsBottomLeft);
createStiffener(arrCOI, ptBeamStart, ptBeamEnd, ptStiffenerCenter, false, ref ptsTopRight, ref ptsBottomRight);
}
_ptsStiffenerTopLeftPoints.Add(ptsTopLeft);
_ptsStiffenerTopRightPoints.Add(ptsTopRight);
_ptsStiffenerBottomLeftPoints.Add(ptsBottomLeft);
_ptsStiffenerBottomRightPoints.Add(ptsBottomRight);
}
private void createStiffener(List<CreatedObjectInformation> arrCOI, Point3d ptBeamStart, Point3d ptBeamEnd, Point3d ptStiffenerCenterOnBeamAxis, bool leftSide, ref List<Point3d> ptsTop, ref List<Point3d> ptsBottom)
{
//compute the stiffener plane
Vector3d vStiffNormal = _xAxis;
Vector3d vTop = _zAxis;
bool isVertical = false;
if (0 == _stiffenerIsPerpendicularOnXAxis)
{
Vector3d zWCS = new Vector3d(0, 0, 1);
if (!zWCS.IsParallelTo(_xAxis))
{
vStiffNormal = (zWCS.CrossProduct(_xAxis)).CrossProduct(zWCS);
vTop = zWCS;
isVertical = true;
}
}
Vector3d vSide = vTop.CrossProduct(vStiffNormal);
if (!leftSide)
{
vSide *= -1;
}
vStiffNormal.Normalize();
vTop.Normalize();
vSide.Normalize();
Plane plane = new Plane(ptStiffenerCenterOnBeamAxis, vStiffNormal);
//compute the stiffener vertices
List<Point3d> arrVertices = new List<Point3d>();
double portioning = 0.5;
Point3d ptFace1 = ptStiffenerCenterOnBeamAxis - vStiffNormal * _stiffenerThickness / 2;
Point3d ptFace2 = ptStiffenerCenterOnBeamAxis + vStiffNormal * _stiffenerThickness / 2;
int segmentIndexFace1 = 0;
int segmentIndexFace2 = 0;
double stiffTopWebHeight = Math.Min(getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptFace1, true, isVertical, out segmentIndexFace1), getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptFace2, true, isVertical, out segmentIndexFace2));
if (segmentIndexFace1 != segmentIndexFace2)
{
Point3d ptSegmentation = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndexFace2, true);
stiffTopWebHeight = Math.Min(stiffTopWebHeight, getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptSegmentation, true, isVertical, out segmentIndexFace2));
}
double stiffBottomWebHeight = Math.Min(getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptFace1, false, isVertical, out segmentIndexFace1), getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptFace2, false, isVertical, out segmentIndexFace2));
if (segmentIndexFace1 != segmentIndexFace2)
{
Point3d ptSegmentation = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndexFace2, false);
stiffBottomWebHeight = Math.Min(stiffBottomWebHeight, getWebHeightAtPoint(ptBeamStart, ptBeamEnd, ptSegmentation, false, isVertical, out segmentIndexFace2));
}
double stiffTopFlangeWidth = Math.Min(getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptFace1, true, leftSide, out segmentIndexFace1), getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptFace2, true, leftSide, out segmentIndexFace2));
if (segmentIndexFace1 != segmentIndexFace2)
{
Point3d ptSegmentation = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndexFace2, true);
stiffTopFlangeWidth = Math.Min(stiffTopFlangeWidth, getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptSegmentation, true, leftSide, out segmentIndexFace2));
}
double stiffBottomFlangeWidth = Math.Min(getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptFace1, false, leftSide, out segmentIndexFace1), getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptFace2, false, leftSide, out segmentIndexFace2));
if (segmentIndexFace1 != segmentIndexFace2)
{
Point3d ptSegmentation = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndexFace2, false);
stiffBottomFlangeWidth = Math.Min(stiffBottomFlangeWidth, getFlangeWidthAtPoint(ptBeamStart, ptBeamEnd, ptSegmentation, false, leftSide, out segmentIndexFace2));
}
//
// having the dimensions, build the points and the plate
Point3d ptStart = ptStiffenerCenterOnBeamAxis + vSide * _webThickness / 2;
Point3d ptTmp = ptStart + vTop * stiffTopWebHeight;
arrVertices.Add(ptTmp);//pt stiffener top web
ptTmp = ptTmp + vSide * (stiffTopFlangeWidth - _webThickness / 2);
arrVertices.Add(ptTmp);//pt stiffener top flange
ptsTop.Add(ptTmp);
ptTmp = ptStart - vTop * stiffBottomWebHeight;
ptTmp = ptTmp + vSide * (stiffBottomFlangeWidth - _webThickness / 2);
arrVertices.Add(ptTmp);//pt stiffener bottom flange
ptsBottom.Add(ptTmp);
ptTmp = ptStart - vTop * stiffBottomWebHeight;
arrVertices.Add(ptTmp);//pt stiffener bottom web
CreatePlate(arrCOI, plane, arrVertices, "Stiffener_" + (_stiffenerIndex++).ToString(), portioning, _stiffenerThickness);
}
private double getWebHeightAtSegmentPoint(int segmentIndex, bool top)
{
double height = 0;
if (top)
{
height = _webTopHeight[segmentIndex];
}
else
{
height = _webBottomHeight[segmentIndex];
}
return height;
}
//
// returns the start of the required flange segment - works for last segment + 1 to get the end point
private Point3d GetSegmentPoint(Point3d ptBeamStart, Point3d ptBeamEnd, int segmentIndex, bool top)
{
Point3d ptSegmentation;
if (segmentIndex == 0)
{
ptSegmentation = ptBeamStart;
}
else if (segmentIndex == 1)
{
if (top)
{
ptSegmentation = ptBeamStart + _xAxis * _webTopHeightDistToIntermPt[0];
}
else
{
ptSegmentation = ptBeamStart + _xAxis * _webBottomHeightDistToIntermPt[0];
}
}
else if (segmentIndex == 2)
{
if (top)
{
ptSegmentation = ptBeamStart + _xAxis * _webTopHeightDistToIntermPt[1];
}
else
{
ptSegmentation = ptBeamStart + _xAxis * _webBottomHeightDistToIntermPt[1];
}
}
else
{
ptSegmentation = ptBeamEnd;
}
return ptSegmentation;
}
double getFlangeWidthAtPoint(Point3d ptBeamStart, Point3d ptBeamEnd, Point3d ptOnAxis, bool top, bool left, out int segmentIndex)
{
double flangeWidthStart = 0;
double flangeWidthInterm1 = 0;
double flangeWidthInterm2 = 0;
double flangeWidthEnd = 0;
if (left)
{
if (top)
{
flangeWidthStart = _flangeTopLeftWidth[0];
flangeWidthInterm1 = _flangeTopLeftWidth[1];
flangeWidthInterm2 = _flangeTopLeftWidth[2];
flangeWidthEnd = _flangeTopLeftWidth[3];
}
else
{
flangeWidthStart = _flangeBottomLeftWidth[0];
flangeWidthInterm1 = _flangeBottomLeftWidth[1];
flangeWidthInterm2 = _flangeBottomLeftWidth[2];
flangeWidthEnd = _flangeBottomLeftWidth[3];
}
}
else
{
if (top)
{
flangeWidthStart = _flangeTopRightWidth[0];
flangeWidthInterm1 = _flangeTopRightWidth[1];
flangeWidthInterm2 = _flangeTopRightWidth[2];
flangeWidthEnd = _flangeTopRightWidth[3];
}
else
{
flangeWidthStart = _flangeBottomRightWidth[0];
flangeWidthInterm1 = _flangeBottomRightWidth[1];
flangeWidthInterm2 = _flangeBottomRightWidth[2];
flangeWidthEnd = _flangeBottomRightWidth[3];
}
}
double flangeWidth = 0;
double distFromStart = ptOnAxis.Subtract(ptBeamStart).GetLength();
double beamLength = ptBeamEnd.Subtract(ptBeamStart).GetLength();
if (top)
{
if (distFromStart <= _webTopHeightDistToIntermPt[0])
{
flangeWidth = flangeWidthStart + distFromStart * (flangeWidthInterm1 - flangeWidthStart) / _webTopHeightDistToIntermPt[0];
segmentIndex = 0;
}
else if (distFromStart <= _webTopHeightDistToIntermPt[1])
{
flangeWidth = flangeWidthInterm1 + (distFromStart - _webTopHeightDistToIntermPt[0]) * (flangeWidthInterm2 - flangeWidthInterm1) / (_webTopHeightDistToIntermPt[1] - _webTopHeightDistToIntermPt[0]);
segmentIndex = 1;
}
else
{
flangeWidth = flangeWidthInterm2 + (distFromStart - _webTopHeightDistToIntermPt[1]) * (flangeWidthEnd - flangeWidthInterm2) / (beamLength - _webTopHeightDistToIntermPt[1]);
segmentIndex = 2;
}
}
else
{
if (distFromStart <= _webBottomHeightDistToIntermPt[0])
{
flangeWidth = flangeWidthStart + distFromStart * (flangeWidthInterm1 - flangeWidthStart) / _webBottomHeightDistToIntermPt[0];
segmentIndex = 0;
}
else if (distFromStart <= _webBottomHeightDistToIntermPt[1])
{
flangeWidth = flangeWidthInterm1 + (distFromStart - _webBottomHeightDistToIntermPt[0]) * (flangeWidthInterm2 - flangeWidthInterm1) / (_webBottomHeightDistToIntermPt[1] - _webBottomHeightDistToIntermPt[0]);
segmentIndex = 1;
}
else
{
flangeWidth = flangeWidthInterm2 + (distFromStart - _webBottomHeightDistToIntermPt[1]) * (flangeWidthEnd - flangeWidthInterm2) / (beamLength - _webBottomHeightDistToIntermPt[1]);
segmentIndex = 2;
}
}
return flangeWidth;
}
double getWebHeightAtPoint(Point3d ptBeamStart, Point3d ptBeamEnd, Point3d ptOnAxis, bool top, bool isVertical, out int segmentIndex)
{
if (isVertical)
{
return getWebHeightAtPointForVerticalStiffener(ptBeamStart, ptBeamEnd, ptOnAxis, top, out segmentIndex);
}
return getWebHeightAtPointForPerpendicularStiffener(ptBeamStart, ptBeamEnd, ptOnAxis, top, out segmentIndex);
}
double getWebHeightAtPointForPerpendicularStiffener(Point3d ptBeamStart, Point3d ptBeamEnd, Point3d ptOnAxis, bool top, out int segmentIndex)
{
double webHeightStart = 0;
double webHeightInterm1 = 0;
double webHeightInterm2 = 0;
double webHeightEnd = 0;
//this should be adapted if we have more the 3 segments
if (top)
{
webHeightStart = _webTopHeight[0];
webHeightInterm1 = _webTopHeight[1];
webHeightInterm2 = _webTopHeight[2];
webHeightEnd = _webTopHeight[3];
}
else
{
webHeightStart = _webBottomHeight[0];
webHeightInterm1 = _webBottomHeight[1];
webHeightInterm2 = _webBottomHeight[2];
webHeightEnd = _webBottomHeight[3];
}
double webHeight = 0;
double distFromStart = ptOnAxis.Subtract(ptBeamStart).GetLength();
double beamLength = ptBeamEnd.Subtract(ptBeamStart).GetLength();
if (top)
{
if (distFromStart <= _webTopHeightDistToIntermPt[0])
{
webHeight = webHeightStart + distFromStart * (webHeightInterm1 - webHeightStart) / _webTopHeightDistToIntermPt[0];
segmentIndex = 0;
}
else if (distFromStart <= _webTopHeightDistToIntermPt[1])
{
webHeight = webHeightInterm1 + (distFromStart - _webTopHeightDistToIntermPt[0]) * (webHeightInterm2 - webHeightInterm1) / (_webTopHeightDistToIntermPt[1] - _webTopHeightDistToIntermPt[0]);
segmentIndex = 1;
}
else
{
webHeight = webHeightInterm2 + (distFromStart - _webTopHeightDistToIntermPt[1]) * (webHeightEnd - webHeightInterm2) / (beamLength - _webTopHeightDistToIntermPt[1]);
segmentIndex = 2;
}
}
else
{
if (distFromStart <= _webBottomHeightDistToIntermPt[0])
{
webHeight = webHeightStart + distFromStart * (webHeightInterm1 - webHeightStart) / _webBottomHeightDistToIntermPt[0];
segmentIndex = 0;
}
else if (distFromStart <= _webBottomHeightDistToIntermPt[1])
{
webHeight = webHeightInterm1 + (distFromStart - _webBottomHeightDistToIntermPt[0]) * (webHeightInterm2 - webHeightInterm1) / (_webBottomHeightDistToIntermPt[1] - _webBottomHeightDistToIntermPt[0]);
segmentIndex = 1;
}
else
{
webHeight = webHeightInterm2 + (distFromStart - _webBottomHeightDistToIntermPt[1]) * (webHeightEnd - webHeightInterm2) / (beamLength - _webBottomHeightDistToIntermPt[1]);
segmentIndex = 2;
}
}
return webHeight;
}
double getWebHeightAtPointForVerticalStiffener(Point3d ptBeamStart, Point3d ptBeamEnd, Point3d ptOnAxis, bool top, out int segmentIndex)
{
double distFromStart = ptOnAxis.DistanceTo(ptBeamStart);
segmentIndex = getSegmentFromDistance(top, distFromStart);
int sign = top ? 1 : -1;
Point3d pt1 = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndex, top);
Point3d pt2 = GetSegmentPoint(ptBeamStart, ptBeamEnd, segmentIndex + 1, top);
Point3d ptFlange1 = pt1 + _zAxis * getWebHeightAtSegmentPoint(segmentIndex, top) * sign;
Point3d ptFlange2 = pt2 + _zAxis * getWebHeightAtSegmentPoint(segmentIndex + 1, top) * sign;
Plane plFlange = new Plane(ptFlange1, _yAxis.CrossProduct(ptFlange2.Subtract(ptFlange1)));
Point3d ptOnFlange = ptOnAxis.Project(plFlange, new Vector3d(0, 0, 1));
return ptOnFlange.DistanceTo(ptOnAxis);
}
int getSegmentFromDistance(bool top, double distFromStart)
{
int segmentIndex = 0;
if (top)
{
if (distFromStart <= _webTopHeightDistToIntermPt[0])
{
segmentIndex = 0;
}
else if (distFromStart <= _webTopHeightDistToIntermPt[1])
{
segmentIndex = 1;
}
else
{
segmentIndex = 2;
}
}
else
{
if (distFromStart <= _webBottomHeightDistToIntermPt[0])
{
segmentIndex = 0;
}
else if (distFromStart <= _webBottomHeightDistToIntermPt[1])
{
segmentIndex = 1;
}
else
{
segmentIndex = 2;
}
}
return segmentIndex;
}
private void createBracings(List<CreatedObjectInformation> arrCOI)
{
for (int indexRows = 0; indexRows < _numberOfRows - 1; indexRows++)
{
for (int indexStiffeners = 0; indexStiffeners < _numberOfStiffenersPerBeam; indexStiffeners++)
{
Beam beam1 = createBracing(arrCOI, _ptsStiffenerTopLeftPoints[indexRows][indexStiffeners], _ptsStiffenerBottomRightPoints[indexRows + 1][indexStiffeners], "Bracing_" + (_bracingIndex++).ToString());
Beam beam2 = createBracing(arrCOI, _ptsStiffenerBottomLeftPoints[indexRows][indexStiffeners], _ptsStiffenerTopRightPoints[indexRows + 1][indexStiffeners], "Bracing_" + (_bracingIndex++).ToString());
if (_createAnchorsInstead == 0)
{
CreateBolts(arrCOI, beam1, beam2, "_Bolts" + (_bracingIndex).ToString());
}
else
{
CreateAnchors(arrCOI, beam1, beam2, "_Anchors" + (_bracingIndex).ToString());
}
CreateWelds(arrCOI, beam1, beam2, "_Welds" + (_bracingIndex).ToString());
}
}
}
private Beam createBracing(List<CreatedObjectInformation> arrCOI, Point3d ptStart, Point3d ptEnd, string role)
{
Beam beam = new StraightBeam(_bracingProfileName, ptStart, ptEnd, new Vector3d(0, 0, 1));
if (beam != null)
{
beam.WriteToDb();
beam.Material = _strMaterialKey;
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = beam;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[] { eObjectsAttribute.kBeam_Denotation, eObjectsAttribute.kBeam_Material, eObjectsAttribute.kBeam_Mirrored };
arrCOI.Add(coi);
}
return beam;
}
private void CreateWelds(List<CreatedObjectInformation> arrCOI, Beam beam1, Beam beam2, string role)
{
Point3d ptOrig1;
Vector3d vX1, vY1, vZ1;
beam1.PhysCSMid.GetCoordSystem(out ptOrig1, out vX1, out vY1, out vZ1);
WeldPoint weldPattern = new WeldPoint(ptOrig1, vX1, vY1);
weldPattern.SetWeldType(WeldPattern.eSeamPosition.kUpper, (WeldPattern.eWeldType)_weldKey);
if (weldPattern != null)
{
weldPattern.WriteToDb();
weldPattern.Connect(new FilerObject[] { beam1, beam2 }, AtomicElement.eAssemblyLocation.kOnSite);
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = weldPattern;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
}
}
private void CreateBolts(List<CreatedObjectInformation> arrCOI, Beam beam1, Beam beam2, string role)
{
Point3d ptOrig1;
Vector3d vX1, vY1, vZ1;
beam1.PhysCSMid.GetCoordSystem(out ptOrig1, out vX1, out vY1, out vZ1);
FinitRectScrewBoltPattern boltPattern = new FinitRectScrewBoltPattern(ptOrig1, ptOrig1, vZ1, vX1);
boltPattern.Nx = 1;
boltPattern.Ny = 1;
boltPattern.Standard = _boltType;
boltPattern.Grade = _boltMaterial;
boltPattern.BoltAssembly = _boltSet;
boltPattern.ScrewDiameter = _boltDiameter;
if (boltPattern != null)
{
boltPattern.WriteToDb();
boltPattern.Connect(new FilerObject[] { beam1, beam2 }, AtomicElement.eAssemblyLocation.kOnSite);
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = boltPattern;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
}
}
private void CreateAnchors(List<CreatedObjectInformation> arrCOI, Beam beam1, Beam beam2, string role)
{
Point3d ptOrig1;
Vector3d vX1, vY1, vZ1;
beam1.PhysCSMid.GetCoordSystem(out ptOrig1, out vX1, out vY1, out vZ1);
AnchorPattern anchorPattern = new AnchorPattern(ptOrig1, ptOrig1, vZ1, vX1);
anchorPattern.Nx = 1;
anchorPattern.Ny = 1;
anchorPattern.Standard = _anchorType;
anchorPattern.Grade = _anchorMaterial;
anchorPattern.BoltAssembly = _anchorSet;
anchorPattern.ScrewDiameter = _anchorDiameter;
anchorPattern.ScrewLength = _anchorLength;
anchorPattern.OrientationType = AnchorPattern.eOrientationType.kAllOutside;
if (anchorPattern != null)
{
anchorPattern.WriteToDb();
anchorPattern.Connect(new FilerObject[] { beam1, beam2 }, AtomicElement.eAssemblyLocation.kOnSite);
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = anchorPattern;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
}
}
private void CreateShearStuds(List<CreatedObjectInformation> arrCOI, Plate plate, string role)
{
Connector shearStudPattern = new Connector();
shearStudPattern.SetCS(plate.CS);
shearStudPattern.Arranger = new Autodesk.AdvanceSteel.Arrangement.BoundedRectArranger(10, 20);
shearStudPattern.Arranger.Nx = 2;
shearStudPattern.Arranger.Ny = 2;
shearStudPattern.Arranger.Dx = 3 * plate.Thickness;
shearStudPattern.Arranger.Dy = 3 * plate.Thickness;
shearStudPattern.Standard = _studType;
shearStudPattern.Material = _studMaterial;
shearStudPattern.Diameter = _studDiameter;
shearStudPattern.Length = _studLength;
WeldPoint wl = shearStudPattern.Connect(plate, plate.CS);
if (shearStudPattern != null)
{
shearStudPattern.WriteToDb();
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = shearStudPattern;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
}
if (wl != null)
{
CreatedObjectInformation coi = new CreatedObjectInformation();
coi.CreatedObject = wl;
coi.JointTransferId = role;
coi.Attributes = new eObjectsAttribute[0];
arrCOI.Add(coi);
}
}
}
}
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