/*** Public methods ****************************************************************************************************/
/// <summary>
/// Public method that calculates beam results using beam input values, supports, and loads, entered by User.
/// Method saves results to public string CommonItems.stringBeamResultsthat can be retrieved elsewhere.
/// </summary>
public static void CalculateBeamResults()
{
//Debug.WriteLine("CalculateResults.CalculateBeamResults(): Method entered.");
// Initialize output string with beam properties. Output results will be added to this string as they are calculated.
CommonItems.stringOutputResults = CreateBeamPropertiesString();
// Create a new instance of Scheme class with static scheme information.
IScheme iScheme = new Scheme();
// Create a new instance of Material class.
IMaterial iMaterial = iScheme.IMaterialNew();
iMaterial.IntNumber = 1; // Potentially can use multiple materials across beam length.
iMaterial.StringName = CommonItems.stringNameMaterial;
iMaterial.DoubleYoungsModulus = CommonItems.doubleYoungsModulus;
iMaterial.DoublePoissonsRatio = CommonItems.doublePoissonsRatio;
iScheme.ListIMaterial.Add(iMaterial); // Add an instance of Material class to the list of materials
// Create a new instance of CrossSection class.
ICrossSection iCrossSection = iScheme.ICrossSectionNew();
iCrossSection.IntNumber = 1; // Potentially can use multiple cross sections across beam length.
iCrossSection.StringName = CommonItems.stringNameCrossSection;
iCrossSection.DoubleAreaMomentOfInertia = CommonItems.doubleInertia;
iScheme.ListICrossSection.Add(iCrossSection); // Add an instance of CrossSection class to the list of cross sections
// Create sorted list of INodes that contains all supports and all concentrated loads.
List <INode> listINodesSorted = BuildNodeList();
// Following is dubug code that shows listINodesSorted by position to verify if nodes sorted properly.
//int intNodeIndex = 0;
//foreach (INode iNodeItem in listINodesSorted)
//{
// Debug.WriteLine($"iNodeItem[{intNodeIndex}]: DoubleNodePosition={iNodeItem.DoubleNodePosition}, BoolNodeSupport={iNodeItem.BoolNodeSupport}");
// intNodeIndex++;
//}
//
// Create multiple new instances of INode from listINodesSorted.
int intINodeCounter = 1; // First node number alway is 1.
INode iNode;
foreach (INode iNodeItem in listINodesSorted)
{
iNode = iScheme.INodeNew();
iNode.DoubleNodePosition = iNodeItem.DoubleNodePosition;
iNode.IntNumber = intINodeCounter++;
iNode.BoolNodeSupport = iNodeItem.BoolNodeSupport;
iNode.IntNodeDofDisplacement = iNodeItem.IntNodeDofDisplacement;
iNode.IntNodeDofRotation = iNodeItem.IntNodeDofRotation;
iNode.DoubleNodeForce = iNodeItem.DoubleNodeForce;
iNode.DoubleNodeMoment = iNodeItem.DoubleNodeMoment;
iScheme.ListINode.Add(iNode);
}
listINodesSorted.Clear(); // Clean up some by clearing original list values since not needed after copy to iScheme.ListINode.
// Send node output values to Debug!
//Debug.WriteLine($"\nCalculateResults.cs.CalculateResults(): List iScheme.ListINode should be sorted by DoubleNodePosition. scheme.ListINode.Count={iScheme.ListINode.Count}");
//foreach (INode iNodeItem in iScheme.ListINode)
//{
// Debug.WriteLine($" DoubleNodePosition={iNodeItem.DoubleNodePosition}, IntNumber={iNodeItem.IntNumber}, BoolNodeSupport={iNodeItem.BoolNodeSupport}, IntNodeDofDisplacement={iNodeItem.IntNodeDofDisplacement}, IntNodeDofRotation={iNodeItem.IntNodeDofRotation}, DoubleNodeForce={iNodeItem.DoubleNodeForce}, DoubleNodeMoment={iNodeItem.DoubleNodeMoment}");
//}
//Debug.WriteLine("");
//
// Create multiple new instances of IElement. Create a new element between each INode in iScheme.ListINode.
for (int i = 1; i < iScheme.ListINode.Count; i++)
{
IElement iElement = iScheme.IElementNew();
iElement.IntNumber = i;
iElement.IntNodeLeft = i;
iElement.IntNodeRight = i + 1;
iElement.IntMaterial = 1; // Note: Underlying FEM methods allow use of different material per element.
iElement.IntCrossSection = 1; // Note: Underlying FEM methods allow use of different CrossSection per element.
iScheme.ListIElement.Add(iElement);
}
//Debug.WriteLine($"\n\nCalculateResults.cs.CalculateResults(): iScheme.ListINode.Count={iScheme.ListINode.Count}, scheme.ListIElement.Count={iScheme.ListIElement.Count}");
//foreach (IElement iElement in iScheme.ListIElement)
//{
// Debug.WriteLine($" iElement Values: IntNumber={iElement.IntNumber}, IntNodeLeft={iElement.IntNodeLeft}, IntNodeRight={iElement.IntNodeRight}");
//}
//
// Create multiple new instances of ILoad.
int intLoadCounter = 1;
foreach (INode iNodeItem in iScheme.ListINode)
{
if (!iNodeItem.BoolNodeSupport) // Skip following if not a load node.
{
ILoad iLoad = iScheme.ILoadNew();
iLoad.IntNumber = intLoadCounter++;
iLoad.IntNode = iNodeItem.IntNumber; // Assigned load to corresponding INode.
iLoad.DoubleForce = iNodeItem.DoubleNodeForce; // Downward forces are negative.
iLoad.DoubleMoment = iNodeItem.DoubleNodeMoment; // Clockwise moments are negative.
iScheme.ListILoad.Add(iLoad);
}
}
//Debug.WriteLine($"\n\nCalculateResults.cs.CalculateResults(): scheme.ListILoad.Count={iScheme.ListILoad.Count}");
//foreach (ILoad iLoad in iScheme.ListILoad)
//{
// Debug.WriteLine($" iLoad Values: IntNumber={iLoad.IntNumber}, IntNode={iLoad.IntNode}, DoubleForce={iLoad.DoubleForce}, DoubleMoment={iLoad.DoubleMoment}");
// Debug.WriteLine($" iLoad Values: IntNumber={iLoad.IntNumber}, StringName={iLoad.StringName}, IntNode={iLoad.IntNode}, DoubleForce={iLoad.DoubleForce}, DoubleMoment={iLoad.DoubleMoment}");
//}
//
// Create new instance of IModel.
IModel iModel = new Model(iScheme);
iModel.AssemblyModel();
if (CommonItems.boolMatricesShow)
{
// Display calculated matrix data for iMmodel.
CommonItems.stringOutputResults += DisplayMatrices.DisplayResultsIModel(iModel);
}
// Create new instance of ISolver.
ISolver iSolver = new Solver(iModel);
iSolver.AssembleFiniteElementModel();
iSolver.Run();
if (CommonItems.boolMatricesShow)
{
// Display calculated matrix data for iSolver.
CommonItems.stringOutputResults += DisplayMatrices.DisplayResultsISolver(iSolver);
}
// Create a new instance of PostProcessor to initialize values. Discard result since not used.
_ = new PostProcessor(iScheme, iModel, iSolver);
PostProcessor.CalculateNodalResults();
if (CommonItems.boolMatricesShow)
{
// Display calculated data for iPostProcessor.
CommonItems.stringOutputResults += DisplayMatrices.DisplayResultsPostProcessor();
}
//
// Next 3 foreach loops output shear, moment, and deflection results.
//
int intIntervals = Convert.ToInt32(CommonItems.doubleBeamLength / CommonItems.doubleOutputSegmentLength);
//Debug.WriteLine($"\nCalculateResults(): intIntervals={intIntervals}");
// Save absolute maximum shear, moment, and deflection values found for output below. Values always have positive sign since absolute values.
double doubleMaxValueShear = 0d;
double doubleMaxValueMoment = 0d;
double doubleMaxValueDeflection = 0d;
Dictionary <double, double> dictionary;
//
CommonItems.stringOutputResults += "\n\n****** Shear results ******\n";
dictionary = PostProcessor.GetDictionaryShear(intIntervals);
// Output shear plot results and save maximum shear value found.
foreach (KeyValuePair <double, double> keyValuePair in dictionary)
{
if (Math.Abs(keyValuePair.Value) > doubleMaxValueShear)
{
doubleMaxValueShear = Math.Abs(keyValuePair.Value);
}
CommonItems.stringOutputResults += $"\n{keyValuePair.Key,CommonItems.intPadOutput:0.0000} {keyValuePair.Value,CommonItems.intPadOutput:0.0}";
}
//
CommonItems.stringOutputResults += "\n\n****** Moment results ******\n";
dictionary = PostProcessor.GetDictionaryMoment(intIntervals);
// Output moment plot results and save maximum moment value found.
foreach (KeyValuePair <double, double> keyValuePair in dictionary)
{
if (Math.Abs(keyValuePair.Value) > doubleMaxValueMoment)
{
doubleMaxValueMoment = Math.Abs(keyValuePair.Value);
}
CommonItems.stringOutputResults += $"\n{keyValuePair.Key,CommonItems.intPadOutput:0.0000} {keyValuePair.Value,CommonItems.intPadOutput:0.0}";
}
//
CommonItems.stringOutputResults += "\n\n****** Deflection results ******\n";
dictionary = PostProcessor.GetDictionaryDeflection(intIntervals);
// Output deflection plot results and save maximum deflection value found.
foreach (KeyValuePair <double, double> keyValuePair in dictionary)
{
if (Math.Abs(keyValuePair.Value) > doubleMaxValueDeflection)
{
doubleMaxValueDeflection = Math.Abs(keyValuePair.Value);
}
// Note: 'keyValuePair.Value,CommonItems.intPadOutput:0.00000' in next line should have same number of trailing zeros as value of PostProcessor.intRoundDigits
CommonItems.stringOutputResults += $"\n{keyValuePair.Key,CommonItems.intPadOutput:0.0000} {keyValuePair.Value,CommonItems.intPadOutput:0.00000}";
}
//
dictionary.Clear(); // Done with dictionary so clear content.
CommonItems.stringOutputResults += $"\n\n****** Beam results: ******\n";
CommonItems.stringOutputResults += $"\n{CommonItems.stringConstLoadForce} {CommonItems.stringConstLoadMoment}";
double doubleSupportPosition;
double doubleSupportForce;
double doubleSupportMoment;
int intIndex = 0;
foreach (INode iNodeScheme in iScheme.ListINode)
{
//Debug.WriteLine($"intIndex={intIndex}");
if (iNodeScheme.BoolNodeSupport)
{
// Node is a support so retrieve an display support position, force, and moment.
doubleSupportPosition = iNodeScheme.DoubleNodePosition;
doubleSupportForce = iSolver.DoubleMatrixReactions[intIndex, 0];
doubleSupportMoment = iSolver.DoubleMatrixReactions[++intIndex, 0];
CommonItems.stringOutputResults += $"\n\nSupport location: {doubleSupportPosition,0:0.0000} {CommonItems.stringConstUnitsLength}";
// Round following values before display to eliminate roundoff error that can occur at a support when value should really be zero.
CommonItems.stringOutputResults += $"\n Reaction force: {Math.Round(doubleSupportForce, CommonItems.intRoundDigits, MidpointRounding.AwayFromZero).ToString(LibNum.fpNumericFormatSeparator)} {CommonItems.stringConstUnitsForce}";
CommonItems.stringOutputResults += $"\n Reaction moment: {Math.Round(doubleSupportMoment, CommonItems.intRoundDigits, MidpointRounding.AwayFromZero).ToString(LibNum.fpNumericFormatSeparator)} {CommonItems.stringConstUnitsMoment}";
}
else
{
// This node is not a support so skip it.
intIndex++;
}
intIndex++;
}
CommonItems.stringOutputResults += $"\n\nAbsolute maximum values of shear, moment, and deflection found.";
// Round following values before display to eliminate roundoff error.
CommonItems.stringOutputResults += $"\n Shear: {Math.Round(doubleMaxValueShear, CommonItems.intRoundDigits, MidpointRounding.AwayFromZero).ToString(LibNum.fpNumericFormatSeparator)} {CommonItems.stringConstUnitsForce}";
CommonItems.stringOutputResults += $"\n Moment: {Math.Round(doubleMaxValueMoment, CommonItems.intRoundDigits, MidpointRounding.AwayFromZero).ToString(LibNum.fpNumericFormatSeparator)} {CommonItems.stringConstUnitsMoment}";
CommonItems.stringOutputResults += $"\n Deflection: {Math.Round(doubleMaxValueDeflection, CommonItems.intRoundDigits, MidpointRounding.AwayFromZero).ToString(LibNum.fpNumericFormatNone)} {CommonItems.stringConstUnitsLength}";
//
//
// NOTE: This is a beam analysis application versus a beam design application.
// Following link shows many deflection limits that could be checked in a beam design application. Save link for future reference.
// AISC Steel Construction Manual, 14th Edition, Deflection Limits: http://www.bgstructuralengineering.com/BGSCM14/BGSCM008/Deflection/BGSCM0080402.htm
//
// Comment out following Debug lines after confirming specific FEM case matches AISC Steel Construction formula results.
// To test, uncomment one sample case below and then enter matching beam and load configuration. Can only test one case at a time!
// Conclusion: Application returns results that closely match AISC Steel Construction formula results.
//
//if (CommonItems.listLoadConcentratedValues.Count == 1)
// DebugSamples.CheckResultsSampleBeam01(CommonItems.listLoadConcentratedValues[0]);
//
//if (CommonItems.listLoadConcentratedValues.Count == 2)
// DebugSamples.CheckResultsSampleBeam02(CommonItems.listLoadConcentratedValues[0], CommonItems.listLoadConcentratedValues[1]);
//
//if (CommonItems.listLoadConcentratedValues.Count == 1)
// DebugSamples.CheckResultsSampleBeam03(CommonItems.listLoadConcentratedValues[0]);
//
//if (CommonItems.listLoadConcentratedValues.Count == 1)
// DebugSamples.CheckResultsSampleBeam04(CommonItems.listLoadConcentratedValues[0]);
//
//if (CommonItems.listLoadUniformValues.Count == 1)
// DebugSamples.CheckResultsSampleBeam05(CommonItems.listLoadUniformValues[0]);
//
//if (CommonItems.listLoadUniformValues.Count == 1)
// DebugSamples.CheckResultsSampleBeam06(CommonItems.listLoadUniformValues[0]);
//
//if (CommonItems.listLoadUniformValues.Count == 2)
// DebugSamples.CheckResultsSampleBeam07(CommonItems.listLoadUniformValues[0]);
//
//DebugSamples.CheckResultsDoubleFormatting();
}
