(Lect-1) Design of Shear Wall, Section classification, IS:13920-2016

[@chinmoypal9938]

I shall follow your hard work, spread the knowledge without money and develop the future of India . You are great sir.

[@civilbasics21]

Thanks a ton

[@Ahmed-zx9ls]

The lecture would be profitable for the whole world if it were in the English language .

[@ikhlaqahmadjan8687]

You are doing a great job sir......lots of love from kashmir.

[@civilbasics21]

I'm feeling cool breeze from kashmir.

[@sachinjain4666]

Sir You did great work by making this video because we didn't get this concept and design philosophy in BE And ME level. You are great and thank you. Please keep this series always on.

[@civilbasics21]

Thanks for you like my videos. I will try to continue.

[@swastikpoojari7526]

Thank you sir for you're great explanation.

[@civilbasics21]

Happy to help

[@swarnalatajena6430]

Respected sir, thank you very much for your best teaching 🙏🙏

[@civilbasics21]

It's my pleasure

[@zindagieksafar6552]

Very explanatory video sir🙏 Thank u so much

[@civilbasics21]

So nice of you

[@balasubramakrb3097]

Lovely explanation with reference to relevant IS sir

[@civilbasics21]

Thanks and welcome

[@voidwalker6084]

thank you a lot sir huge respect

[@civilbasics21]

Most welcome

[@Manthetiq]

I'm appreciate your stupendous work 😊

[@civilbasics21]

Thank you so much 😀

[@pritampanda1060]

Your efforts are highly appriciated .If similar problem could be taken by you regarding the ductile detailing of beam and column as per IS13980 it would be highly beneficial for Civil Engineeering and Structural Engineering students.Regards.

[@civilbasics21]

Search playlist you will find your answer.

[@rajshekhardas4763]

Thank you so much sir for such a beautiful class🙏

[@civilbasics21]

Welcome

[@user-fj3cc8hy6o]

Good

[@civilbasics21]

Thanks

[@vipinsoni46]

Thank you so much sir....for easiest way.🙏👍

[@civilbasics21]

Thanks for you like my video

[@civilbasics21]

Also share to your friends

[@ramlakshan8134]

Excellent

[@civilbasics21]

Thank you! Cheers!

[@fazalarju]

please prepare a video for calculating vertical reinf with boundary element

[@civilbasics21]

Watch all six videos you will get your answer.

[@sabarinathan5344]

Try to upload videos in common language English still it will helpful to many people

[@mbmsamcivil]

Dear Sir, you are doing great. I have one doubt that does shear wall can have intermediator beams at the floor level or it(wall) goes from foundation level to the top level continuously as a single unit. the same doubt is with the columns too if the wall runs continuously to the multiple bays/span, do I have to provide intermediator columns or wall itself is sufficient to cater building forces.

[@civilbasics21]

Beams at floor level can be provided to transfer load of shear wall to the foundation through the frame. Boundary element behaves like column too. No extra column is provided in between B. E.

[@nehalhabib2656]

Great work

[@civilbasics21]

Thank you so much 😀

[@civilsolution1029]

Very nice explanation sir

[@civilbasics21]

Keep watching

[@er.kamalparekh9188]

Nicely explained SirjiE… Can we talk SirjiE at your convenience… professionally I m structural designer residing in surat Gujarat…

[@civilbasics21]

Sure. Send your WhatsApp number.

[@yogeshpanwar9659]

Thanks you sir

[@b.eardman]

sir you are great. i want to meet you in person. u are best

[@civilbasics21]

From which place you belong.

[@ManojKBista]

Either your Shear force due to Earthquake load is 750KN or solution should be accordingly,is it a typo error ?

[@civilbasics21]

Yes, It is typo error. Question is solved by 750 KN.

[@structuralchannel2507]

Sr please answer which book to refer for seismic forces?

[@rohitkurlapkar7632]

Sir please make video on base shear, what is its importance, why to calculate, etc

[@civilbasics21]

It is already present in playlist " Earthquake engg"

[@rohitkurlapkar7632]

@@civilbasics21 ok sir thank you

[@papaya7464]

sir while designing residential building what is the maximum limit for thickness of shear wall?

[@civilbasics21]

Code hasn't given it's maximum limit. It is assumed as a trial and then designed it for safety.

[@papaya7464]

@@civilbasics21 is 400mm thickness for 1.4m long shear wall good or not good?

[@civilbasics21]

Without design it is not good practice to assume thickness of shear wall.

[@anandprabhakar1669]

Sir aapne Shear force question me 75KN liya h..lekin factored SF me 750KN liya h

[@civilbasics21]

Yes you are right, it is 750 instead of 75.
Thanks for indicating this error.

[@suseendrang1398]

sir please use english

[@raminenisurendrababu2993]

You are guru for present day civil engineers. We call you on sept15 sir share your number sir.

[@civilbasics21]

My WhatsApp number
8887680320