Solved Example on Design of RCC CANTILEVER SLAB: Step by Step Procedure, Detailing of Reinforcement

This video enumerates IMPORTANT STEPS in the design of RCC cantilever slab. It explains the step-by-step procedure to design a cantilever slab with reinforcement detailing.
Also watch following parts to understand the complete procedure todesign RCC Footing
*!*!*!*! Important Links !*!*!*!*!
Links for DESIGN OF ISOLATED FOOTING
Part 2: Isolated RCC Footing; Critical Sections for Footing Design as per IS 456, Concept of Punching Shear, Single shear and bending moment in footing
• Isolated RCC Footing; ...
Part3: Numerical Example: Design of footing; Criteria to decide depth, Design Forces, Check for Punching shear, bending moment
• Numerical Example: Des...
** 10 important steps in Design of Slab by Limit State Method
• 10 important steps in ...
** Design of Slab by Limit State Method: Step by step procedure (Part 2)
• Design of Slab by Limi...
**How to draw Shear Force Diagram (SFD): Simple Technique
• How to draw Shear Forc...
** Concept of Shear Force and Bending Moment ; Numerical examples on SFD & BMD
• Concept of Shear Force...
In This Video:
This video explains how to solve numerical example on catilever slab. Step by step procedure has been explained in very easy to understand language along with various IS code clauses.
#DesignOfCantileverSlab
#detailingofreinforcement
#Loadonslab
#RCCfootingDesign
#twowayshear
#singleshearinfooting
#RCCDesignForGATE
#DetailingOfReinforcement
#DoublrSearinfooting
#depthoffooting
#sizeoffooting
#GATE2022

[@bharatkukreti8449]

Thank you madam for step wise explanation of cantilever beam design . It was interesting presentation for non civil person as well. Thanks a lot.

[@DrSuchitaHirde_CivilEnggVideos]

Thanks..

[@flyash3689]

Such a Great teacher we have got. Thank You ma'am. Ma'am please provide video for columns, footing design too. We are waiting for such grate content.

[@DrSuchitaHirde_CivilEnggVideos]

Sure I will

[@umeshpise4851]

Very good teaching. Ma'am I like all of your videos. Thanks for your efforts.

[@DrSuchitaHirde_CivilEnggVideos]

It's my pleasure. Do watch and share the videos

[@chetandeshmukh4042]

Good explanation for conceptual understanding 👍

[@DrSuchitaHirde_CivilEnggVideos]

Glad you liked it

[@mohanbabupm5778]

Best profl expln cool composed from an immaculate structural professor subscribed

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for good words.. All the best

[@nehakadam2451]

Thanks ma'am for your efforts and sharing this video 🙌😊

[@DrSuchitaHirde_CivilEnggVideos]

My pleasure 😊

[@rakeshsk8311]

Thank you ma'am Next video for cantilever slab

[@DrSuchitaHirde_CivilEnggVideos]

Yes.. Sure.. I will try to upload at the earliest once I get time after term end activities our institute.

[@vaibhavsutar7163]

Very well explained mam... Thank you 🙏🙏

[@DrSuchitaHirde_CivilEnggVideos]

Most welcome 😊 Please share and keep watching.

[@geetaharane3864]

Waiting for second part of this video ma'am. Please upload. Thanks for sharing.

[@DrSuchitaHirde_CivilEnggVideos]

Will upload soon

[@vaibhavsutar7163]

Yes please share

[@DrSuchitaHirde_CivilEnggVideos]

@@vaibhavsutar7163 Already shared. Do watch.

[@er.pravinkadam1117]

Very nice explanation

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for comment

[@sahebreddyreddy9766]

Good Teachings Madam

[@DrSuchitaHirde_CivilEnggVideos]

Thanks

[@monadas1320]

Nice information Thanks 🙏👌

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for liking

[@rajeshwarimalkhede]

Very well explained mam... 😇👍

[@DrSuchitaHirde_CivilEnggVideos]

Thanks

[@sahebreddyreddy9766]

Super Madam

[@sureshkotwal656]

It's a good video ,become mam you have taken and give details of is code ,page no, and table no, and clauses . thanks mam

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for your good words.. Best of luck

[@Manesh098]

Hi mem.... Your lectures are very simple, descriptive and detailed.... Thanks for your efforts.... Mem are you having anything on the shear wall design as per code?

[@DrSuchitaHirde_CivilEnggVideos]

Thanks Not yet uploaded. May be in future

[@shyamanandalongjam8099]

Hi mem.... Your lectures give me very useful ideas

[@eugenetudormoningka4965]

If the cantilever slab is for terrace roof, should the depth of slab be minimum 1/7 of slab span or just use the minimum of 7 cm ? Your response most appreciated. Thanks.

[@DrSuchitaHirde_CivilEnggVideos]

As per IS456 it is required for serviceability criteria to avoid excessive deflection in long term.

[@eugenetudormoningka4965]

@@DrSuchitaHirde_CivilEnggVideos Thanks alot. 🙏

[@ashokkumaryadav6477]

I have subscribed.May you define load distribution of cantilever slab like load distribution of one way slab and two way slab.

[@DrSuchitaHirde_CivilEnggVideos]

Sure

[@eugenetudormoningka4965]

Thanks for your lecture. Is it possible to have slab cantilever span of 3 meters ?

[@DrSuchitaHirde_CivilEnggVideos]

Yes. But it may be uneconomical and may have deflection problem in due course of time.

[@eugenetudormoningka4965]

@@DrSuchitaHirde_CivilEnggVideos Thanks Dr. Suchita. The problem is, that is the architure design without any cantilever beam supported. Any solution suggested ?

[@bikashranjansethi6811]

That Effective depth formula, is it mentioned in IS456..?

[@DrSuchitaHirde_CivilEnggVideos]

Yes

[@bikashranjansethi6811]

Can u please tell me the page number..!!

[@user-tl1gi5mn7j]

youtube.com/@pravinspatil, refer this one

[@engr.palash2805]

8.63x1.26^2 → KN/mm^2 X mm^2 → KN .... how can it be KN-m? Which point i missed?

[@DrSuchitaHirde_CivilEnggVideos]

Typing mistake .. please read load kN/m^2 instead of kN/mm^2 and since slab is designed for 1 m width, the unit of same load becomes kN/m.

[@sahebreddyreddy9766]

Good morning madam

[@DrSuchitaHirde_CivilEnggVideos]

Good morning.. good to read your comments..all the best

[@vaibhavtulsunkar9534]

How can I get IS code book ?

[@DrSuchitaHirde_CivilEnggVideos]

From Bureau of Indian Standards

[@ashokkumaryadav6477]

Udl in kn/m^2 why?

[@DrSuchitaHirde_CivilEnggVideos]

Thanks for your comment because many students may have this doubt in mind. In slab design, first we calculate load on 1m x 1 m area so unit is kN/m^2. For calculation of BM, slab is considered as beam with 1 m width so the unit of same load becomes kN/m. I hope this will clear your doubt. There is some typographical mistake in UDL diagram as kN/mm^2 . Please read it as kN/m^2..

[@user-wt4wq9pb7e]

why dont you include two way slab, continuous beam and column design on your youtube channel fore free.

[@DrSuchitaHirde_CivilEnggVideos]

Busy schedule.. I will try to upload in future

[@praveenshrestha132]

Is code?can u give the code number madam

[@DrSuchitaHirde_CivilEnggVideos]

IS456