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

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  • Опубликовано: 28 янв 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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Комментарии • 18

  • @shrutisarage
    @shrutisarage 4 года назад +1

    Thank you so much Ma'am for these videos.

  • @jkpconstruction1
    @jkpconstruction1 4 года назад

    good work as well as ur teaching

  • @usmandogar5946
    @usmandogar5946 Год назад

    simple and great. thanks for expend your time.

  • @nbsinthang9832
    @nbsinthang9832 4 года назад

    You're the best ma'am

  • @titushaukongo7712
    @titushaukongo7712 Год назад

    thank you really helpful

  • @mohammadkhorshedalam133
    @mohammadkhorshedalam133 4 года назад

    very good

  • @acruz40d
    @acruz40d Год назад

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

  • @juthinalex3106
    @juthinalex3106 4 года назад

    Thank you

  • @vishnuprasad5330
    @vishnuprasad5330 4 года назад

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

  • @oneilramsingh9596
    @oneilramsingh9596 4 года назад +3

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

  • @christophers8887
    @christophers8887 2 года назад

    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.

  • @jkpconstruction1
    @jkpconstruction1 4 года назад

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

  • @asadabdurahman5781
    @asadabdurahman5781 2 года назад

    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 4 года назад

    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 3 года назад

      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 3 года назад

      @@seanbooth42 playback Speed change ker lo😅