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Deflection for a Fixed Beam
In this tutorial you will learn how to find the deflection for a Fixed Beam carrying UDL
Переглядів: 12 697

Відео

Fixed Beam Carrying UDL
Переглядів 52 тис.4 роки тому
In this video you will learn how to find the Fixed End Moments for a Fixed Beam carrying UDL using Moment Area method

КОМЕНТАРІ

  • @ramanmd8021
    @ramanmd8021 2 місяці тому

    Well explained. Thank you sir

  • @vinayrb8682
    @vinayrb8682 4 місяці тому

    Thanks, it's really helpful and easy to understand and draw sfd and bmd for indeterminate beams. Could you take up few more example of beams and frames. Especially frames need to discuss for sfd and bmd.

  • @vinayrb8682
    @vinayrb8682 4 місяці тому

    Thanks, it's really helpful and easy to understand and draw sfd and bmd for indeterminate beams. Could you take up few more example of beams and frames. Especially frames need to discuss for sfd and bmd.

  • @narayangupta8735
    @narayangupta8735 7 місяців тому

    Thankyou sir for clearing doubt

  • @structuralcraft
    @structuralcraft 9 місяців тому

    Is there anyway you can increase the volume of your audio during editing

  • @mjalam9787
    @mjalam9787 Рік тому

    great sir !

  • @itsrikam
    @itsrikam Рік тому

    Where did wl2 by 8 come from

  • @Complete501
    @Complete501 Рік тому

    Sir why A2 is negative?

  • @solozgodz7371
    @solozgodz7371 Рік тому

    Omg tks

  • @ahmedbenlarbi2348
    @ahmedbenlarbi2348 2 роки тому

    Please 🙏 : any more details about the rectangular shape of the bending moment. Thanks .

  • @ashokbhardwaj5361
    @ashokbhardwaj5361 2 роки тому

    Thanks you have explained in very simple and understandable illustration. Thanks.

  • @jonnywalker9383
    @jonnywalker9383 2 роки тому

    To BECV/3 - Construction Engineering students Trying to complete your Assignment 2...Watch this video it will help 😉😉😉

  • @kurrabalajiyadav5286
    @kurrabalajiyadav5286 2 роки тому

    Sir we want more vedios on this structural analysis-1 subjects

  • @a7madbash
    @a7madbash 2 роки тому

    Dear Sir I really appreciate your work which helps me a lot. I'm confused in the location of the deflection because when I applied the formula, I found the deflection at the End Moment. How can I find the deflection at the center of the fixed beam? Can you explain it to me please.

  • @melitajm4286
    @melitajm4286 2 роки тому

    determine displacement field for traffic lights subjected to UDL.. can u snd video link plzz!!

  • @violetakoth8360
    @violetakoth8360 3 роки тому

    Thankyou so much am greatful 💖

  • @vaibhavsutar7163
    @vaibhavsutar7163 3 роки тому

    Great and lucid explanation.

  • @sobinvarghese27
    @sobinvarghese27 3 роки тому

    Well explained 👌

  • @akila3596
    @akila3596 3 роки тому

    Really simple to understand

  • @Tickmania
    @Tickmania 3 роки тому

    Thank you so much

  • @hitesh9396
    @hitesh9396 3 роки тому

    Great info

  • @rajawaticlasses8905
    @rajawaticlasses8905 4 роки тому

    Wow amazing

  • @rishi_always_kushi
    @rishi_always_kushi 4 роки тому

    How to draw SFD??

  • @gsaigsai1398
    @gsaigsai1398 4 роки тому

    make another videos in this chapters sir

  • @yukicchi9516
    @yukicchi9516 4 роки тому

    you really made it easy to understand other than any huge accounts. thank you so much for this. more videos to come.

  • @abhaytalathi2929
    @abhaytalathi2929 4 роки тому

    Great explanation!

  • @ernarendraramteke9696
    @ernarendraramteke9696 4 роки тому

    Nice explanation 👍 In multistorey building we used always fixed beams So at end support negative bending moment and at center positively bending moment So we provides extra bar at top at supports and curtails bat at mid span Am I correct?

    • @civiltutorials6407
      @civiltutorials6407 4 роки тому

      Yes, Mostly we'll see continuous beams & slabs where at the supports we'll provide reinforcement at top due to the tension development at the top face and need to provide reinforce ment up to a distance of L/4 from support .You may curtail the reinforcement at the bottom face ,but the bars has to be extended to a length known as development length as per the code.

    • @ernarendraramteke9696
      @ernarendraramteke9696 4 роки тому

      @@civiltutorials6407 yes you are right Please explain about column bending moment and shear force diagrame

  • @PremKumar-yb5bl
    @PremKumar-yb5bl 4 роки тому

    Could u please slove the problem sir The link is prntscr.com/uh374k

  • @sumithrajw9264
    @sumithrajw9264 4 роки тому

    Thanks 👌