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https://github.com/jeremytammik/RevitSdkSamples.git
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copied Revit 2024 SDK
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Jeremy Tammik
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//
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//////////////////////////////////////////////////////////////////////////////
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//
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// Copyright 2015 Autodesk, Inc. All rights reserved.
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//
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// Use of this software is subject to the terms of the Autodesk license
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// agreement provided at the time of installation or download, or which
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// otherwise accompanies this software in either electronic or hard copy form.
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//
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//////////////////////////////////////////////////////////////////////////////
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using System;
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using System.Collections.Generic;
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using System.ComponentModel;
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using System.Drawing;
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using System.Data;
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using System.Linq;
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using System.Text;
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using System.Windows.Forms;
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using AstSTEELAUTOMATIONLib;
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using Autodesk.AdvanceSteel.DotNetRoots.DatabaseAccess;
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using AxASTCONTROLSLib;
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namespace SampleDesign
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{
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public partial class SimpleTorsors : UserControl
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{
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#region private members
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private CreatePlateDesign m_CreatePlateDesign;
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double m_dMaxM;
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double m_dMaxN;
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double m_dMaxV;
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#endregion
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#region Constructors
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public SimpleTorsors()
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{
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InitializeComponent();
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this.Visible = false;
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m_dMaxM = 0;
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m_dMaxN = 0;
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m_dMaxV = 0;
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m_CreatePlateDesign = null;
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}
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public void setJoint(CreatePlateDesign pVal)
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{
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m_dMaxM = 0;
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m_dMaxN = 0;
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m_dMaxV = 0;
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m_CreatePlateDesign = pVal;
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setJoint(m_CreatePlateDesign, 1);
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setEnable(1, m_CreatePlateDesign);
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}
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#endregion
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#region Private_Methods
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private void axSimpleTorsors_OnGridCellEdited(object sender, _DAstOCXGridEvents_OnGridCellEditedEvent e)
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{
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double newM = 0;
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double newN = 0;
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double newT = 0;
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int nRow = axSimpleTorsors.GetFocusCellRow();
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newM = axSimpleTorsors.get_ItemDoubleValue(nRow, 0);
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newN = axSimpleTorsors.get_ItemDoubleValue(nRow, 1);
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newT = axSimpleTorsors.get_ItemDoubleValue(nRow, 2);
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if (1 == nRow)
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setJointTorsorsValues(m_CreatePlateDesign, newM, newN, newT, "SimpleMaxTorsor");
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}
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private void setJointTorsorsValues(INodeStressAppModule m_pCurSMRule, double dMaxM, double dMaxN, double dMaxT, string sLoadingCaseName)
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{
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IStressModuleJoint curSMJoint = m_pCurSMRule.Joint;
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bool bFoundLoadingCase = false;
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//get now the module loading cases
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JointLoadingCases spJointLoadingCases = curSMJoint.GetJointNSAModuleLoadingCases(m_pCurSMRule);
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if (null != spJointLoadingCases)
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{
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for (int i = 0; i < (int)spJointLoadingCases.Count; i++)
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{
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IJointLoadingCase spJointLoadingCase = spJointLoadingCases[i];
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IJointEfforts spJointEfforts = spJointLoadingCase.JointEfforts;
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if ((null != spJointEfforts) && (spJointLoadingCase.Name == sLoadingCaseName))
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{
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if (3 == (int)spJointEfforts.Count)
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{
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spJointEfforts[0].Value = dMaxM;
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spJointEfforts[1].Value = dMaxN;
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spJointEfforts[2].Value = dMaxT;
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bFoundLoadingCase = true;
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}
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}
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}
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//set back joint loading cases
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curSMJoint.SetJointNSAModuleLoadingCases(m_pCurSMRule, spJointLoadingCases);
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}
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if (!bFoundLoadingCase)
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{
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//create loading case
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JointLoadingCase spJointLoadingCase = curSMJoint.CreateJointLoadingCase();
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//create joint efforts
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JointEfforts spJointEfforts = curSMJoint.CreateJointEfforts();
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JointEffort spEffortM = curSMJoint.CreateJointEffort();
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JointEffort spEffortN = curSMJoint.CreateJointEffort();
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JointEffort spEffortT = curSMJoint.CreateJointEffort();
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spEffortM.Value = dMaxM;
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spEffortN.Value = dMaxN;
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spEffortT.Value = dMaxT;
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spJointEfforts.Add(spEffortM);
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spJointEfforts.Add(spEffortN);
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spJointEfforts.Add(spEffortT);
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spJointLoadingCase.JointEfforts = spJointEfforts;
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spJointLoadingCase.Name = sLoadingCaseName;
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spJointLoadingCases.Add(spJointLoadingCase);
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curSMJoint.SetJointNSAModuleLoadingCases(m_pCurSMRule, spJointLoadingCases);
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}
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}
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private void setGridTorsorsValues(INodeStressAppModule m_pCurSMRule, int nRowIndex, string sLoadingCaseName)
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{
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IStressModuleJoint curSMJoint = m_pCurSMRule.Joint;
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//get now the module loading cases
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IJointLoadingCases spJointLoadingCases = curSMJoint.GetJointNSAModuleLoadingCases(m_pCurSMRule);
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if (null != spJointLoadingCases)
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{
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if ((int)spJointLoadingCases.Count > 0)
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{
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bool bFoundLoadingCase = false;
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for (int i = 0; i < (int)spJointLoadingCases.Count; i++)
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{
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IJointLoadingCase spJointLoadingCase = spJointLoadingCases[i];
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IJointEfforts spJointEfforts = spJointLoadingCase.JointEfforts;
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if ((null != spJointEfforts) && (spJointLoadingCase.Name == sLoadingCaseName))
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{
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if (3 == (int)spJointEfforts.Count)
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{
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bFoundLoadingCase = true;
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m_dMaxM = (double)spJointEfforts[0].Value;
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m_dMaxN = (double)spJointEfforts[1].Value;
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m_dMaxV = (double)spJointEfforts[2].Value;
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}
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}
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}
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if (!bFoundLoadingCase)
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{
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m_dMaxM = 0;
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m_dMaxN = 0;
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m_dMaxV = 0;
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}
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}
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else
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{
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m_dMaxM = 0;
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m_dMaxN = 0;
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m_dMaxV = 0;
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}
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}
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//fill grid with found values
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axSimpleTorsors.set_ItemDoubleValue(nRowIndex, 0, m_dMaxM);
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axSimpleTorsors.set_ItemDoubleValue(nRowIndex, 1, m_dMaxN);
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axSimpleTorsors.set_ItemDoubleValue(nRowIndex, 2, m_dMaxV);
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//set the values in the joint loading cases
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setJointTorsorsValues(m_CreatePlateDesign, m_dMaxM, m_dMaxN, m_dMaxV, sLoadingCaseName);
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}
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private void setJoint(INodeStressAppModule m_pCurSMRule, int nNoRows)
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{
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IStressModuleJoint curSMJoint = m_pCurSMRule.Joint;
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//get current units for Moment and Force
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IUnitsManager units = curSMJoint.Units;
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IUnit momentUnit = (AstSTEELAUTOMATIONLib.IUnit)new DSCROOTSCOMLib.UnitClass();
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IUnit forceUnit = (AstSTEELAUTOMATIONLib.IUnit)new DSCROOTSCOMLib.UnitClass();
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units.getUnitOfMoment(momentUnit);
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units.getUnitOfForce(forceUnit);
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string strMomentUnit = "???", strForceUnit = "???";
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strMomentUnit = momentUnit.getSymbol();
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strForceUnit = forceUnit.getSymbol();
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string strM_txt = AstCrtlDb.Instance.readUPS_PRP(41200);//"M"
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string strN_txt = AstCrtlDb.Instance.readUPS_PRP(41201);//"N"
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string strV_txt = AstCrtlDb.Instance.readUPS_PRP(41202);//"V"
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string strCol_M_Name = strM_txt + " (" + strMomentUnit + ")";
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string strCol_N_Name = strN_txt + " (" + strForceUnit + ")";
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string strCol_V_Name = strV_txt + " (" + strForceUnit + ")";
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//fill torsors grid
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axSimpleTorsors.DeleteAllItems();
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axSimpleTorsors.FixedRowCount = 1;
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axSimpleTorsors.ColumnCount = 3;
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axSimpleTorsors.RowCount = nNoRows + 1;
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axSimpleTorsors.Height = 20 + (20 * nNoRows);
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axSimpleTorsors.ExpandToFit();
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axSimpleTorsors.set_ItemTextValue(0, 0, strCol_M_Name);
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axSimpleTorsors.set_ItemTextValue(0, 1, strCol_N_Name);
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axSimpleTorsors.set_ItemTextValue(0, 2, strCol_V_Name);
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//column "M"
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axSimpleTorsors.set_ColumnType(0, ASTCONTROLSLib.eColumnType.kEditBox); //kEditBox
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axSimpleTorsors.set_ColumnDataType(0, ASTCONTROLSLib.eCellDataType.kUnits); //kUnits
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axSimpleTorsors.set_ColumnUnits(0, ASTCONTROLSLib.eCellUnitType.kUnitMoment); //kUnitMoment
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//column "N"
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axSimpleTorsors.set_ColumnType(1, ASTCONTROLSLib.eColumnType.kEditBox); //kEditBox
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axSimpleTorsors.set_ColumnDataType(1, ASTCONTROLSLib.eCellDataType.kUnits); //kUnits
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axSimpleTorsors.set_ColumnUnits(1, ASTCONTROLSLib.eCellUnitType.kUnitForce); //kUnitForce
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//column "T"
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axSimpleTorsors.set_ColumnType(2, ASTCONTROLSLib.eColumnType.kEditBox); //kEditBox
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axSimpleTorsors.set_ColumnDataType(2, ASTCONTROLSLib.eCellDataType.kUnits); //kUnits
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axSimpleTorsors.set_ColumnUnits(2, ASTCONTROLSLib.eCellUnitType.kUnitForce); //kUnitForce
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//check if the detailed torsors should be used
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if (true == curSMJoint.UseDetailedTorsors)
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{
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for (int j = 1; j <= nNoRows; j++)
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{
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axSimpleTorsors.EnableCell(j, 0, 0);
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axSimpleTorsors.EnableCell(j, 1, 0);
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axSimpleTorsors.EnableCell(j, 2, 0);
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}
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}
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else
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{
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for (int j = 1; j <= nNoRows; j++)
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{
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axSimpleTorsors.EnableCell(j, 0, 1);
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axSimpleTorsors.EnableCell(j, 1, 1);
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axSimpleTorsors.EnableCell(j, 2, 1);
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}
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}
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setGridTorsorsValues(m_pCurSMRule, 1, "SimpleMaxTorsor");
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}
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private void setEnable(int nRow, INodeStressAppModule m_pCurSMRule)
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{
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axSimpleTorsors.EnableCell(nRow, 0, 0);
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axSimpleTorsors.EnableCell(nRow, 1, 0);
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axSimpleTorsors.EnableCell(nRow, 2, 0);
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if (false == m_pCurSMRule.Joint.UseDetailedTorsors)
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{
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axSimpleTorsors.EnableCell(nRow, 0, (short)1);
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axSimpleTorsors.EnableCell(nRow, 1, (short)1);
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axSimpleTorsors.EnableCell(nRow, 2, (short)1);
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}
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axSimpleTorsors.Refresh();
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}
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#endregion
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}
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}
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