Boundary conditions-restricted tension
i have a project where my stabilising walls are from prefabricated elements and i have a very big uplift forces in some of them. i would like to restrict the uplift in the nodes just to the 70kN in tension, but i do not know how is possible to acheave that in Midas. Could you please give some advice?
Right now i have used the point spring support-just compression ( second model in my attached file).
Thank you in advance!
For Midas support-spring support.mgb