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

Ғылым және технология

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...

Пікірлер: 18

  • @shrutisarage
    @shrutisarage4 жыл бұрын

    Thank you so much Ma'am for these videos.

  • @nbsinthang9832
    @nbsinthang98324 жыл бұрын

    You're the best ma'am

  • @jkpconstruction1
    @jkpconstruction14 жыл бұрын

    good work as well as ur teaching

  • @usmandogar5946
    @usmandogar5946 Жыл бұрын

    simple and great. thanks for expend your time.

  • @titushaukongo7712
    @titushaukongo7712 Жыл бұрын

    thank you really helpful

  • @juthinalex3106
    @juthinalex31064 жыл бұрын

    Thank you

  • @mohammadkhorshedalam133
    @mohammadkhorshedalam1334 жыл бұрын

    very good

  • @vishnuprasad5330
    @vishnuprasad53304 жыл бұрын

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

  • @oneilramsingh9596
    @oneilramsingh95964 жыл бұрын

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

  • @cwillstructures

    @cwillstructures

    4 жыл бұрын

    Sure, in process

  • @oneilramsingh9596

    @oneilramsingh9596

    4 жыл бұрын

    @@cwillstructures THANKS!

  • @acruz40d
    @acruz40d Жыл бұрын

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

  • @jkpconstruction1
    @jkpconstruction14 жыл бұрын

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

  • @christophers8887
    @christophers88872 жыл бұрын

    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
    @asadabdurahman57812 жыл бұрын

    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
    @receiverzz90884 жыл бұрын

    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 жыл бұрын

    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 жыл бұрын

    @@seanbooth42 playback Speed change ker lo😅

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