Design of Restrained Two Way Slab | Two Way Slab with corners held down| Torsionally Restrained Slab

This video gives the simplified concept of Torsionally Restrained Two-way slab and its design procedure using a numerical example as per IS 456:2000 code provisions.
1) Watch Design of Simply Supported Two Way Slab
• Design of Two Way Slab...
Method of Design: Limit State Method
References:
(1) IS: 456:2000 "PLAIN AND REINFORCED CONCRETE -
CODE OF PRACTICE", BUREAU OF INDIAN STANDARDS.
(2) SP 34: 1987 "HANDBOOK ON CONCRETE REINFORCEMENT
AND DETNLING", BUREAU OF INDIAN STANDARDS.

[@althaffayaz9852]

Excellent Video Sir, This video has cleared a lot of doubts I had. Thank you for sharing your knowledge.

[@MohammedQuadirKhan]

Thank you for proper explanation of the two types of slabs (Simply Supported and Restrained) with examples.

[@visualcivil]

Thanks a lot

[@saikamsrihari2729]

for future civil engineers, these videos are very helpful for understanding the subject. best wishes for your efforts.

[@visualcivil]

Thanks a lot

[@kavitarevo2241]

AMAZING VIDEOS SIR.

[@visualcivil]

Thanks 🙏

[@nihalkhaimee7348]

Why shear has not been checked as it was checked in simply supported 2 way slab?

[@n.yenegure9767]

Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?

[@visualcivil]

Thanks for sharing your thoughts. Actually in IS code it is not clear whether to provide extra other than main Ast.

[@pankajtantuway4471]

I watched your both videos on slab design. 1. Restrained two ways , 2 two ways slab .. you have used same diagram in both videos ( slab resting on 4 side wall ) plz explain when to use this method and when to use other one .
2. In this method we need to provide torsion reinf. But on the other method we do not need to provide torsion reinf . Is it so ?