Basic Information About Slab Reinforcement on Site |

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  • Опубліковано 29 вер 2024
  • In this Short video Lecture I will Guide You For Steel Reinforcement in the Construction of Slab.

КОМЕНТАРІ • 29

  • @jagadeeshamjuri7907
    @jagadeeshamjuri7907 2 роки тому +4

    1st doubt is I have a doubt on structural design of cantilever slab.. My cantilever slab span by depth ratio is less than 2.. Now its considered two way slab then how can you show crank four sides?

  • @tslunzou6393
    @tslunzou6393 5 місяців тому +1

    If thr crank is to be @L/4, it doesn't look 5 feet from the mid span

  • @jagadeeshamjuri7907
    @jagadeeshamjuri7907 2 роки тому +2

    2nd doubt....The cantilever slab over all depth formula is span/10.. Here the span of slab is 3000mm.. So overall depth is 300mm… In practically is it possible to made 300mm concrete slab…?

  • @emekandukwu8129
    @emekandukwu8129 2 дні тому

    Should slab reinforcement go over the beam reinforcement or inside beam reinforcement??

  • @shubhamanand6055
    @shubhamanand6055 2 роки тому +2

    1:16 what about the lapping in column. All the lap are in the A zone or bottom of the column. Very poor supervision.

    • @civilvibes8036
      @civilvibes8036 2 роки тому

      Yes its dangerous laping of column bar should be in the middle of columns and with different spaces

  • @mehmoodhse
    @mehmoodhse 2 роки тому +2

    Why we need this crank bar, even we are giving good over lapping

    • @civilvibes8036
      @civilvibes8036 2 роки тому

      Crack bar is economical as compared to double mesh

  • @pinoyce
    @pinoyce 2 роки тому +2

    Comparing Theory Vs Actual Construction..

  • @vijaykumar-wl5th
    @vijaykumar-wl5th 2 роки тому +1

    Quality is not good brother

  • @traorenoufou8628
    @traorenoufou8628 10 місяців тому +2

    Bon boulot à vous

  • @nicolasmarie4398
    @nicolasmarie4398 Місяць тому

    I clearly see that the beam will be cast together with the slab. Here we cast the web of the beam first then the top part of it is case together with the slab. I would like to know how this affect design. Thanks.

    • @aungpaing2445
      @aungpaing2445 Місяць тому

      Mostly in ground floor for normal building, use bonding agent before next concreting.

  • @moulabens6082
    @moulabens6082 2 роки тому +1

    please can you explain how to provide reinforcemement bars for canttilever for g+2 and how connect beams to column

    • @civilvibes8036
      @civilvibes8036 2 роки тому

      How to provide steel in cantilever beams/slab

  • @afgmotivation3686
    @afgmotivation3686 2 роки тому

    Sir plz share your UA-cam journey
    And struggle life for motivation
    Plz

  • @rogeliogonzales9843
    @rogeliogonzales9843 2 роки тому +1

    1up 1donw 2ways 1way /4

  • @Oliverxoxi
    @Oliverxoxi 2 роки тому +2

    Nice

  • @abdulmotin8902
    @abdulmotin8902 5 місяців тому

    Krenk no good

  • @carlosaugustoferrelpascual
    @carlosaugustoferrelpascual Рік тому

    everyone is very good but the slabs rise in the fourth part

  • @mohammadahtasham8018
    @mohammadahtasham8018 2 роки тому

    Y u didn't provide joggle in column bars

  • @jeremymarfonkrmah1989
    @jeremymarfonkrmah1989 2 роки тому +1

    Thank you

  • @criatianooo-x8n
    @criatianooo-x8n 2 місяці тому

    ram ram bhai

  • @tamlingbro8757
    @tamlingbro8757 Рік тому

    why alternative crank bar is not given hair

  • @abdurrahim3605
    @abdurrahim3605 2 роки тому

    Thanks a lot

  • @nagkumarnagu1121
    @nagkumarnagu1121 10 місяців тому

    Jai shree Ram sir