OpenSTAAD V8i
Returns member end displacements for specified member number, member end, and load case.
Where:
Long variable contains the member number.
Long variable contains member end.
0 = Start
1 = End
Long variable contains the load case number.
A long array of dimension 6, which returns member end displacements.
'Get the application object --
'Get Member End Displacements
objOpenSTAAD.Output.GetMemberEndDisplacements (lMemberNo, lEnd, lLoadCase, lDisplacementArray)
Reference Materials