This question is asked by a student in our ETABS learning community.I thought of posting it in the general forum for the benefit of all the students visiting my website.
The question is about a project he is doing and is about 2 points
1) About cantelevering a few slabs around a cutout.
2) About non availability of a tie for a column due to the cutout.
The video in this forum post cater to both the questions and try to answer them.
Basically, it is possible to cantelever slabs but all structural requirements for meeting
a) Strength b) Stability c) Servicebility including deflections
should be met.
You can ask your questions by commenting here.You have to create a login/account to comment.
You can join our workshop lists by subscribing Here