How to model a slab supported on beam-ledge at expansion joint in ETABS? Is it practical to consider hinge. How to simulate the sliding behavior?

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Posted by:
Appi Reddy Kothapally
05-November-2014

Structural Engineers Concrete Civil Engineering ETABS

Question ajoutée par ARNAB SAHOO , Structural Engineering , Al Suweidi Engineering Consultants Bureau LLC
Date de publication: 2016/01/13

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Mohammed Mazhar ul hasan STRUCTURAL ENGINEER

par Mohammed Mazhar ul hasan STRUCTURAL ENGINEER , DESIGN ENGINEER , ALEC LLC

We have to consider as simply supported(only Fy) and it can be considered as practical. restraining it's position(Fy) but not in rotation.

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