Thank you very much everybody for the responses.
I have a few more questions for clarity:
CEL- In your third response you mention that short detailed stirrpus do not function- Is this specifically to joist slabs or beams in general? Besides anchorage length, curtailing them in compression...
Hi There colleagues,
I have the following questions on shear links (stirrups) that I need assistance on:
1) In trough slabs (one-way ribbed joists-slabs) design- How is the shear capacity of the slabs determined in BS code and ACI-318?
2) I have read and seen calculations where the conclusion...
