Hello,
Could any of the members advice how you can model settlements in slab-on-grade within STAAD ?
Thanks,
Shivam
You may use a support displacement load. You can find the details on this load type in the STAAD.Pro Help section Technical Reference of STAAD Commands > TR.32 Loading Specifications > TR.32.8 Support Joint Displacement Specification.
A discussion on the similar topic can be found here: https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113633/enforced-support