Stability Checks for Retaining wall | Cantilever Retaining wall

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  • Опубліковано 7 вер 2024
  • Retaining wall is an RCC retaining wall to retain soil material.
    This retaining wall must not overturn, not slide. To keep the retaining wall safe, do check some stability checks.
    Overturning check,
    Sliding check,
    Bearing capacity check
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КОМЕНТАРІ • 37

  • @nadifaaulia9676
    @nadifaaulia9676 2 роки тому

    Thank you! your explanation is so clear and pointed well

  • @padmanabanra1091
    @padmanabanra1091 4 роки тому +1

    This video was very helpful for my real time project..thanks a lot!!!!!!!!!!!

  • @gaurav522chd
    @gaurav522chd 4 роки тому

    Madam keep uploading the educational videos. Your way of teaching is excellent.

  • @salehrusheidat5804
    @salehrusheidat5804 3 роки тому +2

    Good work easygoing would you bring an easy example in the future.thank you

  • @mehrinsfun5621
    @mehrinsfun5621 4 роки тому

    I am regular viewer of your channel and your presentation is very nice than other channels. Thanks for the videos...and learning with you once again...

  • @shahnawaz_83
    @shahnawaz_83 4 роки тому +2

    Watched u r all videos, great content, u r doing great job plz keep it up always

  • @martin-05696
    @martin-05696 10 місяців тому

    thank you so much this lecture was very helpful keep making such content

  • @rahmanrahmani2896
    @rahmanrahmani2896 4 роки тому +1

    An excellent work and appreciated. Could you please do one example of retaining wall which the ground profile behind the wall is not flat (i.e with an angle).

  • @gyigyi2636
    @gyigyi2636 4 роки тому

    Thank U very much. Your videos are so helpful for me.

  • @krishsharma9949
    @krishsharma9949 8 місяців тому

    your voice is so sweet thank you

  • @Salimkhan26396
    @Salimkhan26396 3 місяці тому

    Thanks ma'am ❤❤

  • @omkarbange2293
    @omkarbange2293 4 роки тому +1

    Hi My name is Omkar Bange from kolhapur. Your vedios are very great and useful for structural study.I required vedio on design of combined trapezoidal footing.

  • @ShrikantKharatmol0208
    @ShrikantKharatmol0208 5 місяців тому

    How we will where the resultant force R is acting ?

  • @satyajitdas5683
    @satyajitdas5683 3 роки тому

    Very good explanation

  • @veekshits2098
    @veekshits2098 4 роки тому

    Goodone Madam.. waiting for more videos by u..

  • @payaljain1032
    @payaljain1032 9 місяців тому

    Informative 👍

  • @iaincrawford5472
    @iaincrawford5472 3 роки тому

    Great video 💪🏻🙌

  • @saipriyap5615
    @saipriyap5615 3 роки тому

    Does river water exert passive pressure on retaining wall constructed along the banks of river

  • @komalsahu3363
    @komalsahu3363 4 роки тому

    Thankyou mam bahoot best trike se aapne in savi topic pr deal kiya......@Cwill mam I request you to plz make complete video on structural analysis....🙏

  • @SachinKumar-fy7sh
    @SachinKumar-fy7sh 4 роки тому

    Why h1 is taken from the top of toe slab and not from the ground level?

  • @naraharimanne5240
    @naraharimanne5240 4 роки тому

    Well explanation

  • @juthinalex3106
    @juthinalex3106 4 роки тому

    Thank you for valuable effort... can u prepare a video regarding moment redistribution and curtailment of bars?

  • @arpanlimboo
    @arpanlimboo 4 роки тому

    Mam what to do if rcc Wal batter is not kept. Function of the wall is only to retain its self weight. Height is about 12 ft and below gl is 3 ft. Section of while wall is 8 inch

  • @deepapanneerselvam4618
    @deepapanneerselvam4618 4 роки тому

    Good job mam

  • @sajidahmedsyed3256
    @sajidahmedsyed3256 4 роки тому

    My respected mam , please make videos on etabs and safe software of industry level

  • @arnabdeb1723
    @arnabdeb1723 3 роки тому

    What happen if there is a point load at top of the stem?

  • @b.nawazligade3582
    @b.nawazligade3582 4 роки тому

    Mam in ur ISOLATED SQUARE FOOTING Design
    (1)Only Spacing between the Bars is Calculated. But U didn't mention it's ROUND NUMBER & not shown in the Drawing also. Without Exact Spacing b/w the Reinforcement HOW CAN V EXECUTE IT ON THE FIELD. PLEASE CLEAR IT.
    (2) Column seize was 500x 500 mm. So big seize column is GENERALLY PREFFERED ?

  • @sajidpv9409
    @sajidpv9409 4 роки тому

    Thanks you for such helpful videos.
    i have a suggestion to do a video for , calculating truss roof loads in supports, for considering loads in column.
    iam a beginner in this structural designer . doing many projects in ETABS & RCDC

    • @kalaiarasu4254
      @kalaiarasu4254 4 роки тому

      ua-cam.com/video/lU6KvhyRgac/v-deo.html

  • @prasannak.5905
    @prasannak.5905 4 роки тому

    please upload design of shear wall

  • @arunrbhandary1078
    @arunrbhandary1078 4 роки тому

    Can you pls give soft copy or PDF copy of this

  • @irfanmaqsood9430
    @irfanmaqsood9430 2 роки тому

    Conversion of units

  • @haariskhan5307
    @haariskhan5307 4 роки тому

    Your voice is not making me able to concentrate 😜😜