Dissipative force
Dissipative force
(OP)
In STAAD is it possible to model a dissipative force?
For example, an action of 10kN is placed onto a beam, however due to the nature of the force, when the beam is allowed to deflect by 5mm the action on the beam is 0 kN, or x kN less.
For example, an action of 10kN is placed onto a beam, however due to the nature of the force, when the beam is allowed to deflect by 5mm the action on the beam is 0 kN, or x kN less.





RE: Dissipative force
Re: 5.27.4 Multilinear Spring Support Specification