Hello,
I am trying to model a concrete slab on elastic support (a foundation for an elavator). Is it possible to assign a vertical spring to all nodes of the model (to simulate the elasticity of the ground)?
Here attached a picture of the model.
Thanks,
Marco
Comments
Picture shows a plate loaded with a pressure of 1KPa (1000 N/m2) and an elastic support 1000 Pa/mm. Uniform vertical displacement 1 mm
Thanks, Marco
See manual
With internal Mecway solver I don't know
Regards