How to choose Two way slab as per IS:456-2000| Torsional reinforcement

In this video I explained basic clauses for design of IS:456-2000 for design of Two way slab. As per IS:456-2000 two way slab is distinguish with different types of panels , here I have explained all types of panels.
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Some Important links for Civil Engineering syllabus:
Fundamentals for the design of Footing:
• Fundamentals for the d...
Design of Footing| Isolated Square Footing:
• Design of Footing| Iso...
Continuous One way slab design: As per IS:456-2000: • Continuous One way sla...
Design of Cantilever Slab: • Design of Cantilever S...
Design of One way slab: • Design of One way slab...
IS:456-2000 Recommendations for Design of Slabs: • IS:456-2000 Recommenda...
Design of Combined footing |Part 1| Size of footing: • Design of Combined foo...
Design of Combined Footing Part-2: • Design of Combined Foo...
Design of Combined Footing Part-3 | Design and detailing drawing: • Design of Combined Foo...
Steps to design of Shear reinforcement: • Steps to design of She...
Rules for design of the RCC beam As per IS 456-2000 : • Rules for design of th...
Types of shear reinforcement: • Types of shear reinfor...
Why shear reinforcement required ?: • Why shear reinforcemen...
Types of Singly reinforced beam sections: • Types of Singly reinfo...
Depth of neutral Axis and Moment of resistance: • Depth of neutral Axis ...
Stress strain relationship of Singly RC beam: • Stress strain relatio...
Bending Behavior of One way slab and Two way slab: • Bending Behavior of On...
Solved example of lateral load distribution forces: • Solved example of late...
Explanation of Center of Stiffness: • Explanation of Center ...
Explanation of Center of Mass with some examples: • Explanation of Center ...

[@omkargujar28999]

Thank so much mam, its very informative and simply tought to us.

[@ianballesteros6815]

Thank you for the explanation ma'am.

[@engcabdisalaamcabdullaahim6760]

Thanks you continou your lessons

[@guru4013]

Great work
Thanks

[@rajanye3700]

Thanks for this.

[@vigneshkr7000]

Please explain how to find kt kc and kf values for checking the deflection

[@najaninmomin6443]

Mam previously you have told that Restrained slab means corners of slab prevented to lift...that means there is no need of torsional reinforcement for restrained slab...... But table no. 26 given for provision torsional reinforcement...that means for Unrestrained Slab...But you mention in video that table 26 is for restrained slab...I think you should revise it

[@rizwan1396]

Thank you so much ma'am for your efforts and teaching you explain very good ma'am ,can you please also solve numerical on two way continuous slab

[@anand4236]

Mam can u please do columns subjected to uniaxial and biaxiall bending ..

[@janvajevu9155]

My quarry is solved in this video😊

[@rzgarasadd2395]

please explain short video about stress distribution for deep beams , thanks

[@sanjeevreddy1756]

Please make a video on design of flat slab

[@nivethithav1545]

Thank you mam..but please check with the case-5 and 6

[@sandipsen1250]

Nice

[@BalaMurugan-tx6jq]

In case.num 5 and 6.
2 edges discontinuous in is 456 table 26

[@vjyvncnt]

Bala Murugan two long edges discontinous

[@fareenk2976]

nice video mam.. very informative.
i have a dout that if a room only single floor, 4 end support, resting on wall, then it will restrained or unrestrianed slab? will the parapet above the floor make it restrianed slab?

[@vishaldhiman1820]

same question buddy..

[@rzgarasadd2395]

No it is unrestrained

[@ankitxx]

U r awesome

[@sanjayyadav-hj7dd]

case 5 are two short edge discontinious & 6 are two long edge discontinious

[@vishaldhiman1820]

mam please design two way continous slab over load bearing walls

[@cwillstructures]

Sure I will.

[@mathewskurian2124]

Any one understand the diffrence between case 2 and case 8

[@mahendrakumar8955]

Yah kon se methods se hai

[@cwillstructures]

Hello sir
My all videos are based on LSM method as per IS: 456-2000 which explains only LSM method

[@prasenjitparamanik3255]

Case-6:
Two Long Edges Discontinuous.

[@9822666410monish]

Little bit confusion that when to use table 26 & table 27.

[@aamir.durrany]

Table 27 is used in those cases where neither torsional nor negative reinforcement is provided. In all other case we use table 26.

[@mahendrakumar8955]

Wsm ya LsM