Detailing of the beam| How to provide reinforcement in Beam with Curtailment of bars

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  • čas přidán 28. 01. 2020
  • In this video tutorial, how reinforcement i provided in beam is explain in detail with all required RCC detailing terminologies. Also explained the logic behind curtailment of the steel bars.
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    Types of shear reinforcement: • Types of shear reinfor...
    Steps to design of Shear reinforcement: • Steps to design of She...
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Komentáře • 18

  • @shrutisarage
    @shrutisarage Před 4 lety +1

    Thank you so much Ma'am for these videos.

  • @usmandogar5946
    @usmandogar5946 Před rokem

    simple and great. thanks for expend your time.

  • @nbsinthang9832
    @nbsinthang9832 Před 4 lety

    You're the best ma'am

  • @jkpconstruction1
    @jkpconstruction1 Před 4 lety

    good work as well as ur teaching

  • @titushaukongo7712
    @titushaukongo7712 Před rokem

    thank you really helpful

  • @juthinalex3106
    @juthinalex3106 Před 4 lety

    Thank you

  • @mohammadkhorshedalam133

    very good

  • @vishnuprasad5330
    @vishnuprasad5330 Před 4 lety

    can u pls do a video on waffle slab and about how can we provide beams of longer span

  • @jkpconstruction1
    @jkpconstruction1 Před 4 lety

    curtailment bottom shown but where is top in end support...??

  • @acruz40d
    @acruz40d Před rokem

    Hello,Is this beam reinforcement up-to-date with the ACI code?

  • @oneilramsingh9596
    @oneilramsingh9596 Před 4 lety +3

    PLEASE DO A COLUMN DESIGN CALCULATION WITH DETAILING OF REINFORCEMENT. THANKS.

  • @christophers8887
    @christophers8887 Před 2 lety

    Hooks angle what you have told is wrong its 45 degrees only not 135 degrees. 135 degrees is on the other side. Between the bend, it should be 45 degrees. please check and update.

  • @asadabdurahman5781
    @asadabdurahman5781 Před 2 lety

    Effective depth calculation is wrong b/c to calculate it we use this formula D-conc cover - dia of stirrup - dia of main reinforcement /2 there fore
    It becomes 450-40-8-20/2=392mm

  • @receiverzz9088
    @receiverzz9088 Před 4 lety

    You said wrong in curtailments of bottom bar. After 0.8 L distance from the column curtailed bars are used in the tensile stress zone. But u said 0.8 l of curtailed bars from column.

    • @seanbooth42
      @seanbooth42 Před 3 lety

      You are very good in teaching and very clear in your knowledge....I wish I could download your video but it is very slow. seanbooth68@gmail.com

    • @shubhmkumar5452
      @shubhmkumar5452 Před 3 lety

      @@seanbooth42 playback Speed change ker lo😅