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

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  • เผยแพร่เมื่อ 28 ม.ค. 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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    Why shear reinforcement required ?: • Why shear reinforcemen...
    Types of shear reinforcement: • Types of shear reinfor...
    Steps to design of Shear reinforcement: • Steps to design of She...
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ความคิดเห็น • 18

  • @shrutisarage
    @shrutisarage 4 ปีที่แล้ว +1

    Thank you so much Ma'am for these videos.

  • @usmandogar5946
    @usmandogar5946 ปีที่แล้ว

    simple and great. thanks for expend your time.

  • @jkpconstruction1
    @jkpconstruction1 4 ปีที่แล้ว

    good work as well as ur teaching

  • @nbsinthang9832
    @nbsinthang9832 4 ปีที่แล้ว

    You're the best ma'am

  • @titushaukongo7712
    @titushaukongo7712 ปีที่แล้ว

    thank you really helpful

  • @juthinalex3106
    @juthinalex3106 4 ปีที่แล้ว

    Thank you

  • @mohammadkhorshedalam133
    @mohammadkhorshedalam133 4 ปีที่แล้ว

    very good

  • @vishnuprasad5330
    @vishnuprasad5330 4 ปีที่แล้ว

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

  • @oneilramsingh9596
    @oneilramsingh9596 4 ปีที่แล้ว +3

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

  • @jkpconstruction1
    @jkpconstruction1 4 ปีที่แล้ว

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

  • @acruz40d
    @acruz40d ปีที่แล้ว

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

  • @christophers8887
    @christophers8887 2 ปีที่แล้ว

    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 2 ปีที่แล้ว

    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 ปีที่แล้ว

    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 ปีที่แล้ว

      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 ปีที่แล้ว

      @@seanbooth42 playback Speed change ker lo😅