Rules for design and detailing of restrained two-way slabs (IS:456-2000)

This tutorial will give a brief idea on the codal provisions of IS 456-2000 which are necessary while designing the restrained two-way slabs.
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Design of unrestrained two-way slabs 👇
• SIMPLY SUPPORTED TWO W...

[@keyurkamariya5106]

Very fundamental and conceptual explanation covering major aspects of design.
Very good work 👍

[@adnanrasheed2920]

Great explanation

[@mr.akshay4984]

Nicely explained.👏

[@simplystructural8424]

Thank you👍

[@positivevibes4265]

@@simplystructural8424
Sir i heard that,
Only when corner of the slab lift up we need to provide torsional reinforcement. Are you saying opposite??
Please correct me...

[@simplystructural8424]

@@positivevibes4265 when the corners of slab are restrained ( not free to lift), we need to provide torsional reinforcement at corners. Restraints may be due to wall above the slab or due to monolithic construction.

[@52tahi]

Sir when you upload the example video with excel sheet for design pf two way restrained slab?

[@simplystructural8424]

I will upload it on sunday 👍

[@shubhampatel6567]

Great

[@jajwalyajoshi5437]

👍👍

[@husainazhar7767]

Sir will you please share the 9 cases of Slab in pdf format.

[@digantbhatt7882]

👍