Stiffness Method | Working Rules | Direct Stiffness Method

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  • Опубликовано: 26 янв 2025

Комментарии • 58

  • @vibhore9624
    @vibhore9624 5 лет назад +6

    Thanks a lot....
    Itna intrest to class me nahi bna jitna aap k video dekh kr bn gia...
    Good job 👍

  • @prashanthpillai5978
    @prashanthpillai5978 4 года назад +5

    BHAI SA 2 Clear ho gaya...Your videos was helpful.Thank you😇

  • @thinkandbuilds
    @thinkandbuilds Год назад +3

    Thank You So Much Ganesh Sir ..🎉🎉 I have completed my Deegre ❤ ..... Aap theory Stracture Bahut Achhe se Padhate Hai ... Aapko Hamesha Yaad Karunga .... Love You Sir 😍

  • @swarnalakshmi8422
    @swarnalakshmi8422 3 года назад +3

    Thank you sir....it's really helpful

  • @pyare114
    @pyare114 5 лет назад +2

    Bahut masst pdhate ho sr ap THANKS
    Plz strain energy method pr v video bnao

  • @mohdakeeb1268
    @mohdakeeb1268 4 года назад +5

    The moment at fixed support which is far end will be M/2 ( 2EI/L) in accordance with Carry Over theorem. I don't understand why are u taking it as zero.

    • @techguru6875
      @techguru6875 3 года назад +1

      Ye Pagal ho gaya hai.When far end is fixed then moment induced is half of applied moment. When hinged then zero.

  • @ganeshnarwade177
    @ganeshnarwade177 2 года назад

    Thanks sir very good teacher👌

  • @baburshahmandozai4605
    @baburshahmandozai4605 3 года назад

    Mashahullah bro your video is really helpful i am really aperacite you

  • @somashiva2831
    @somashiva2831 5 лет назад

    Vry good bayya....a lovely class by u ....!👍👌👏

  • @Lobninoff
    @Lobninoff Год назад +1

    Could u make an example with elastic failure?

  • @tiktokforever1621
    @tiktokforever1621 4 года назад

    Bahut badiyaa bhaii 😍

  • @hikikomorihachiman7491
    @hikikomorihachiman7491 2 месяца назад

    Thank you !!!

  • @krishnabaghel7345
    @krishnabaghel7345 Год назад

    Outstanding 🎉

  • @archistudios3598
    @archistudios3598 4 года назад +1

    Can you pls show one problem on internally hinged beam using stiffness matrix method?

  • @the_flattering_focus
    @the_flattering_focus Год назад

    Sir, cam you please tell which book you followed?

  • @Cricketupdate1999
    @Cricketupdate1999 2 месяца назад

    aapka ye video gate ke liye helpful hoga kya

  • @hadhjd63838
    @hadhjd63838 2 года назад

    Thank you so much sir

  • @anusharaj4290
    @anusharaj4290 Год назад

    Thankss for this

  • @indrajeetupadhyay6759
    @indrajeetupadhyay6759 4 года назад

    Thank you

  • @gauravchaturvedi6080
    @gauravchaturvedi6080 4 года назад +1

    Brother fixed pe bhi half of EI hi transfer hoga yrr due to carry over theorem and isse related Engg Services m bhi ek question aa rkha h....and vaha bhi half of EI leke hi solve kr rkha h🤗 plzz correct

  • @gttvaji
    @gttvaji 3 года назад

    Nice presentation sir , but will you please make a file folder link using goole docs ?

  • @nitinsahu953
    @nitinsahu953 4 года назад

    Deflection diagram clockwise moment k lie
    1.) Jb 2 support h
    2.) Or jb 3 support h
    To alag ku h ??

  • @SatishYadav-ud3ml
    @SatishYadav-ud3ml 4 года назад

    Very good

  • @pyare114
    @pyare114 5 лет назад

    Consistent deformation method pr video plz sr

  • @AmanShaikh-qi2ts
    @AmanShaikh-qi2ts Год назад

    Sir i have a doubt please can you clear it

  • @RC-nl7di
    @RC-nl7di 4 года назад

    Sir aap structural design 2 aur 3 ki series kab chalu karenge

  • @lalbabusah8281
    @lalbabusah8281 4 года назад

    sir please continous beam ke par video bana dijiye

  • @thegodfather287
    @thegodfather287 4 года назад

    is direct stifness method and stifness matrix method same? please reply.

  • @Dishiiiiiiiiiii
    @Dishiiiiiiiiiii 3 года назад

    Nhi pasand aaya to dislike but q nhi pasand aaega bhiya ... everything is clear ...

  • @ashokr6054
    @ashokr6054 4 года назад +1

    sir please send me SA-2 PDF which ever you have been explained in videos...iff available..

  • @kannadastocktrader3369
    @kannadastocktrader3369 4 года назад

    Yeah it is helpful

  • @ThePrathameshKamble
    @ThePrathameshKamble 5 лет назад

    sir plz upload mdm sway frame before 15 plz

  • @wasimmulla241
    @wasimmulla241 4 года назад

    Stiffness approach method ka lecture lo plz sir

  • @CEHMBhupendrasingh
    @CEHMBhupendrasingh 4 года назад

    Sir apke hand written notes kha milenge jo ap pdate ho lecture mai

  • @deependrashah3929
    @deependrashah3929 Год назад

    GREAT

  • @ErBalramPatel
    @ErBalramPatel 5 месяцев назад

    Sir pdf download process kya h

  • @akshaykayapak8209
    @akshaykayapak8209 3 года назад +2

    I think something is wrong in explaination.

  • @greatmindsgreatpeoplegmgp9237
    @greatmindsgreatpeoplegmgp9237 4 месяца назад

    Good day sir, can I get English version? I don't understand your language

  • @shamandeepkaur2271
    @shamandeepkaur2271 5 лет назад

    Flexibility method by conjugate beam method🙇🙇🙇

    • @dha_RAM
      @dha_RAM 5 лет назад

      SS bhavikatti...... Book will solve your problem

  • @banothmohan6334
    @banothmohan6334 4 года назад +1

    Pls provide pdf bro

  • @williamdavis132
    @williamdavis132 5 лет назад

    7th step kaise Karein Bas ye samaj nagi aaraha Bhai

    • @GaneshShegar
      @GaneshShegar  5 лет назад

      It's a Simply Matrix Calculation, 1-2 solution video Dheko problem ke Samaj jaiga

  • @Dishiiiiiiiiiii
    @Dishiiiiiiiiiii 3 года назад

  • @desikatta8672
    @desikatta8672 Год назад

    3.2 me glat hai bhai

  • @engineersadda5485
    @engineersadda5485 4 года назад +3

    Galat padha rha bhai

  • @krishankant7040
    @krishankant7040 5 лет назад +1

    Tum video banate jao
    Me dekhta jaaunga.
    Jab me AEN ban jaaunga to.
    To Kya moz masti krunga, ghumunga phirunga ghapaghap krunga or kya

  • @shubhamnanche1488
    @shubhamnanche1488 9 месяцев назад

    Overhanging beam ka bhi ek video daldo sir

  • @mahadevaprasadm7086
    @mahadevaprasadm7086 4 года назад

    Thank you

  • @neelasavadatti991
    @neelasavadatti991 3 года назад +1

    Thank you