UnitConverter
UnitConverter.convert()
UnitConverter.getConversionFactor()
UnitConverter.getFactorUnit()
UnitConverter.unitDict
ConverterLength
ConverterLength.type
ConverterLength.unitDict
ConverterForce
ConverterForce.type
ConverterForce.unitDict
ConverterStress
ConverterStress.type
ConverterStress.unitDict
ConverterDensity
ConverterDensity.type
ConverterDensity.unitDict
MaterialAbstract
MaterialAbstract.E
MaterialAbstract.rhoConvert()
MaterialAbstract.sConvert()
MaterialElastic
SectionAbstract
SectionAbstract.getEIx()
SectionAbstract.getEIy()
SectionAbstract.getGAx()
SectionAbstract.getGAy()
SectionAbstract.lConvert()
SectionMonolithic
SectionMonolithic.E
SectionMonolithic.G
SectionMonolithic.Iz
SectionMonolithic.getEA()
SectionMonolithic.getEIx()
SectionMonolithic.getEIy()
SectionMonolithic.getGAx()
SectionMonolithic.getGAy()
SectionGeneric
SectionRectangle
SectionRectangle.convertUnits()
SectionRectangle.name
SectionSteel
SectionSteel.Cy
SectionSteel.getCy()
SectionSteel.getI()
SectionSteel.getS()
SectionSteel.getZ()
SectionSteel.name
SectionSteel.sectionClass
LayerClt
LayerClt.getLayerE()
LayerClt.getLayerG()
LayerClt.lConvert()
LayerClt.lUnit
LayerClt.mat
LayerClt.parallelToStrong
LayerClt.t
LayerClt.ymidfloat
LayerGroupClt
LayerGroupClt.dnet
LayerGroupClt.getEA()
LayerGroupClt.getEI()
LayerGroupClt.getGA()
LayerGroupClt.getLayerAttr()
LayerGroupClt.getLayerOrientations()
LayerGroupClt.getYbar()
LayerGroupClt.getYmax()
LayerGroupClt.grade
LayerGroupClt.layers
LayerGroupClt.updateUnits()
LayerGroupClt.ybar
SectionCLT
SectionCLT.getEAs()
SectionCLT.getEAw()
SectionCLT.getEIs()
SectionCLT.getEIw()
SectionCLT.getGAs()
SectionCLT.getGAw()
SectionCLT.lConvert()
SectionCLT.name
SectionCLT.sLayers
SectionCLT.wLayers
SectionConcrete
SectionConcrete.concrete
SectionConcrete.rebar
SectionConcrete.stirrups
Node
Node.getDimension()
Node.getx()
Node.gety()
Node.getz()
Node.label
Node.p1
Node.setSupportType()
Node.support
Node.units
Support
Support.fixity
Support.is2D()
Support.isFree()
Support.name
Support.reaction
SupportTypes2D
SupportTypes2D.FIXED
SupportTypes2D.FREE
SupportTypes2D.PINNED
SupportTypes2D.ROLLER
Line
Line.label
Line.n1
Line.n2
Line.units
Member
Member.analysisData
Member.curves
Member.lConvert()
Member.lUnit
Member.label
Member.loadData
Member.nodes
Member.setNodeSupprt()
Member.setNodeSupprts()
getLineFromLength()
getLineFromNodes()
initSimplySupportedMember()
Element1D
Element1D.designProps
Element1D.eleDisplayProps
Element1D.getEIx()
Element1D.getEIy()
Element1D.getGAx()
Element1D.getGAy()
Element1D.getLength()
Element1D.getVolume()
Element1D.mat
Element1D.member
Element1D.setEleDisplayProps()
Element1D.userProps
BeamColumn
getBeamColumn()
filterByAttrRange()
filterByName()
getByName()
sortByAttr()
getRectangularSections()
getSteelSections()
EleDisplayProps
EleDisplayProps.setPlotOrigin()
PlotConfigCanvas
PlotConfigObject
PlotOriginPosition
plotElementSection()
plotSection()
GypusmFlatCSA19
GypusmRectangleCSA19
AssignFirePortection()
FireConditions
getBurnDimensions()
getBurntCLTSection()
getBurntRectangularDims()
getBurntRectangularSection()
getCLTBurnDims()
getFRRfromFireConditions()
getFireDemands()
getGypsumFirePortection()
getNetBurnTime()
setFireSectionCltCSA()
setFireSectionGlulamCSA()
BeamColumnSteelCsa24
DesignPropsSteel24
getBeamColumnSteelCsa24()
MaterialSteelCsa24
checkBeamMrSupported()
checkBeamMrUnsupported()
checkBeamMrUnsupportedW()
checkSectionMu()
classifyFlangeHssSection()
classifyFlangeWSection()
classifySection()
classifyWebHssSection()
classifyWebWSection()
getOmega1FromDesignDiagram()
SegmentSupportTypes
checkMrBeamMultiSpan()
checkFsBeam()
checkColumnCeDirection()
checkColumnCr()
checkColumnFe()
checkColumnFeDirection()
checkColumnFeTorsion()
checkCompressionLimits()
getCompressionThicknessRatioW()
Omega1LoadConditions
checkBeamColumnCombined()
checkCombinedCaseA()
checkCombinedCaseB()
checkCombinedCaseC()
checkCombinedCaseD()
getOmega1()
DesignDiagram
DesignDiagram.convertDiagramTo()
DesignDiagram.getForceAtx()
DesignDiagram.getIntersectionCoords()
DesignDiagram.getMaxForceInRange()
DesignDiagram.lConvert()
More complicated examples that show how to use advanced limitstates features.
Beam-column Parametric Study