SectionBasic
SectionRectangle
Node2D
Node3D
Beam
Fixity
FixityTypes2D
EulerBeam
newEulerBeam()
newSimpleEulerBeam()
PointLoad
EleLoadDist
EleLoadLinear
OutputRecorder
OutputRecorder.Nnodes
OutputRecorder.getEleInteralForce()
OutputRecorder.ndf
OutputRecorder.node
OutputRecorder.nodeID0
OutputRecorder.nodeIDEnd
OpenSeesAnalyzer2D
OpenSeesAnalyzer2D.analyze()
OpenSeesAnalyzer2D.buildAnalysisPropreties()
OpenSeesAnalyzer2D.buildEleLoads()
OpenSeesAnalyzer2D.buildEulerBeams()
OpenSeesAnalyzer2D.buildNodes()
OpenSeesAnalyzer2D.buildPointLoads()
OpenSeesAnalyzer2D.initModel()
OpenSeesAnalyzer2D.runAnalysis()
OpenSeesAnalyzer3D
OpenSeesAnalyzer3D.analyze()
OpenSeesAnalyzer3D.buildAnalysisPropreties()
OpenSeesAnalyzer3D.buildEleLoads()
OpenSeesAnalyzer3D.buildEulerBeams()
OpenSeesAnalyzer3D.buildNodes()
OpenSeesAnalyzer3D.buildPointLoads()
OpenSeesAnalyzer3D.initModel()
OpenSeesAnalyzer3D.runAnalysis()
PyNiteAnalyzer2D
PyNiteAnalyzer2D.analyze()
PyNiteAnalyzer2D.buildEleLoads()
PyNiteAnalyzer2D.buildEulerBeams()
PyNiteAnalyzer2D.buildNodes()
PyNiteAnalyzer2D.buildPointLoads()
PyNiteAnalyzer2D.initModel()
PyNiteAnalyzer2D.runAnalysis()
getDisp()
getVertDisp()
getMaxVertDisp()
These classes are used to analyze the beam. OpenSeesPy is used for all analysis.
outputRecorder