When the Elastic tab is selected from the Support Definition dialog, the following dialog displays.
At the top of the dialog, the Constant elastic coef. at support node option is available for linear and planar supports. When selected, the values of the elastic coefficients are constant at each node of the linear and planar supports. When cleared, the elastic coefficients are defined per unit of length (linear support) or per unit of surface ( planar support).
The elastic coefficient in a node is calculated as follows:
To define an elastic support:
For an elastic support, specify either the blocked degrees of freedom or the coefficients of elasticity in the appropriate directions:
Clicking Elastic coefficients opens the Building soils - calculations of K coefficient dialog, which computes the value of the elastic foundation coefficient K for layered soil.
A diagram of the support being defined is displayed in the lower right of the dialog. Clicking Direction under the digram opens the Support direction dialog, where you can define the direction of the local x axis for the support. The axis is determined by specifying a point, a node, or rotating a support with respect to any axis in the global coordinate system.
Clicking Add, adds the support to the list of active supports.
Clicking Advanced, which is available for nodal and linear supports (it is not available for planar supports), opens a new dialog: Support definition - Advanced.