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

Пікірлер: 59

  • @Ahmed-zx9ls
    @Ahmed-zx9ls9 ай бұрын

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

  • @chinmoypal9938
    @chinmoypal99382 жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    2 жыл бұрын

    Thanks a ton

  • @ikhlaqahmadjan8687
    @ikhlaqahmadjan8687 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    I'm feeling cool breeze from kashmir.

  • @sachinjain4666
    @sachinjain4666 Жыл бұрын

    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

    @civilbasics21

    Жыл бұрын

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

  • @balasubramakrb3097
    @balasubramakrb3097 Жыл бұрын

    Lovely explanation with reference to relevant IS sir

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Thanks and welcome

  • @structuralchannel2507
    @structuralchannel2507 Жыл бұрын

    Sr please answer which book to refer for seismic forces?

  • @swastikpoojari7526
    @swastikpoojari7526 Жыл бұрын

    Thank you sir for you're great explanation.

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Happy to help

  • @Manthetiq
    @Manthetiq Жыл бұрын

    I'm appreciate your stupendous work 😊

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Thank you so much 😀

  • @zindagieksafar6552
    @zindagieksafar6552 Жыл бұрын

    Very explanatory video sir🙏 Thank u so much

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    So nice of you

  • @swarnalatajena6430
    @swarnalatajena64309 ай бұрын

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

  • @civilbasics21

    @civilbasics21

    9 ай бұрын

    It's my pleasure

  • @voidwalker6084
    @voidwalker60842 ай бұрын

    thank you a lot sir huge respect

  • @civilbasics21

    @civilbasics21

    2 ай бұрын

    Most welcome

  • @pritampanda1060
    @pritampanda1060 Жыл бұрын

    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

    @civilbasics21

    Жыл бұрын

    Search playlist you will find your answer.

  • @sabarinathan5344
    @sabarinathan5344 Жыл бұрын

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

  • @rajshekhardas4763
    @rajshekhardas4763 Жыл бұрын

    Thank you so much sir for such a beautiful class🙏

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Welcome

  • @nehalhabib2656
    @nehalhabib2656 Жыл бұрын

    Great work

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Thank you so much 😀

  • @vipinsoni46
    @vipinsoni46 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Thanks for you like my video

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Also share to your friends

  • @er.kamalparekh9188
    @er.kamalparekh9188 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Sure. Send your WhatsApp number.

  • @fazalarju
    @fazalarju Жыл бұрын

    please prepare a video for calculating vertical reinf with boundary element

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Watch all six videos you will get your answer.

  • @mbmsamcivil
    @mbmsamcivil Жыл бұрын

    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

    @civilbasics21

    Жыл бұрын

    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.

  • @yogeshpanwar9659
    @yogeshpanwar9659 Жыл бұрын

    Thanks you sir

  • @user-fj3cc8hy6o
    @user-fj3cc8hy6o9 ай бұрын

    Good

  • @civilbasics21

    @civilbasics21

    9 ай бұрын

    Thanks

  • @ManojKBista
    @ManojKBista Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

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

  • @civilsolution1029
    @civilsolution1029 Жыл бұрын

    Very nice explanation sir

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Keep watching

  • @ramlakshan8134
    @ramlakshan8134 Жыл бұрын

    Excellent

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    Thank you! Cheers!

  • @b.eardman
    @b.eardman Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    From which place you belong.

  • @rohitkurlapkar7632
    @rohitkurlapkar7632 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    It is already present in playlist " Earthquake engg"

  • @rohitkurlapkar7632

    @rohitkurlapkar7632

    Жыл бұрын

    @@civilbasics21 ok sir thank you

  • @papaya7464
    @papaya7464 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

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

  • @papaya7464

    @papaya7464

    Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

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

  • @anandprabhakar1669
    @anandprabhakar16692 жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    2 жыл бұрын

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

  • @suseendrang1398
    @suseendrang1398 Жыл бұрын

    sir please use english

  • @raminenisurendrababu2993
    @raminenisurendrababu2993 Жыл бұрын

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

  • @civilbasics21

    @civilbasics21

    Жыл бұрын

    My WhatsApp number 8887680320

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