OpenSTAAD V8i

Output.GetNodeDisplacements

Returns nodal displacements for the node number and load case specified.

VB Syntax

Output.GetNodeDisplacementsNodeNo, LoadCase, DisplacementArray

Where:

NodeNo

Long variable contains the node number.

LoadCase

Long variable contains the load case number.

DisplacementArray

A double array of dimension six, which returns nodal displacements.

VB Example

'Get the application object --
'Get Nodal Displacement
objOpenSTAAD.Output.GetNodeDisplacements (lNodeNo, lLoadCase, dDisplacementArray)

Reference Materials

Geometry.GetNodeCount

Support.GetSupportCount

Support.GetSupportNodes