Design Of Cantilever Slab // Step by step Explanation with Solved Numerical

[@chiefeditor4018]

Thank you for the Video, Now cantilever slab design become very easy🙏

[@skillrachnainstituteoftech5844]

Thank you for your words

[@jagadeeshamjuri7907]

Please make video on beams also... We learn so much from your videos

[@trojan-v6u]

Neat and clean, very good indeed.

[@idealonlineservicecentre5503]

Excellent

[@jagadeeshamjuri7907]

1st doubt is I have a doubt on structural design of cantilever slab.. My cantilever slab span by depth ratio is less than 2.. Now its considered two way slab then how can you show crank four sides?

[@gajananmore7499]

I really like this video

[@skillrachnainstituteoftech5844]

Thank you for your words ❤️

[@jagadeeshamjuri7907]

2nd doubt....The cantilever slab over all depth formula is span/10.. Here the span of slab is 3000mm.. So overall depth is 300mm… In practically is it possible to made 300mm concrete slab…?

[@Khonkada]

Is this cantilever slab just extended freely without any support below from beam at every joint? Please Answer 🙏

[@skillrachnainstituteoftech5844]

Yes extended from beam.

[@Khonkada]

Thankyou Sir for your reply, My question was will this slab able to hold without Cantilever beam projecting outwards from main structure at column junction.for aesthetic Point of view. Please answer anytime🙏

[@SuperChetanmore]

It can be provided without beam too if load is less but generally need to provide appropriate with beam to counter the torsion and all other stresses.

[@yogasan8231]

Span by depth ratio for cantilever is 7 how you take 10

[@skillrachnainstituteoftech5844]

Dear the value 7 which you are stating as per IS 456:2000, section 23.2.1 is for effective depth not for overall depth. In this video we are learning about overall depth. I hope you got the clearity

[@sanipanda9037]

Any reference from any code as why you divided span with 10??

[@skillrachnainstituteoftech5844]

Not directly, on the bases of IS Code and practicing norms with enough safety factor, 10 value has been considered

[@radicalexplorer3665]

In floor finish PCC unit weight should be taken not RCC I think. Sir

[@abdullahiahmedmohamed3925]

Sir in slab you only considered bottom cover, why you not considering top cover as well. Like 2(clear cover -0.5(dia of bar))

[@SuperChetanmore]

Because effective depth has been taken from the top of the slab to half the bottom diameter.

[@abdullahiahmedmohamed3925]

@SuperChetanmore ok ok, so top cover is also included.