Thank you for the replies. phamENG you are correct, we are more focused on looking at the concrete slab checks (excluding anchor bolt failure checks, these are assumed to be fine).
If we had a situation where there is an existing one-way slab and the structural member was loaded in the the...
Hi all,
This question is more general than specific.
I have a structural member that has an applied horizontal load. The structural member is welded to a base plate and the base plate is connected to the concrete slab with anchor bolts.
If we assume that all anchor bolt checks are fine (and...
