Circular Water Tank Design by using STAAD Pro V8i Software

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  • เผยแพร่เมื่อ 23 พ.ย. 2018
  • In this Video lecture you are able to learn about Modelling Analysis and Designing of Circular Water Tank by using STAAD Pro V8i Software.
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ความคิดเห็น • 27

  • @pramodpathrikar2497
    @pramodpathrikar2497 10 หลายเดือนก่อน +2

    Hydrostatic varying pressure acts on vertical wall, horizontally. In design it is shown in global Y direction that is in downward direction. So please make correction. In short ,at present vertical wall is not designed for hydrostatic pressure.
    Hydrostatic pressure of w*h wil act on bottom slab . P.B. Pathrikar

  • @jayashreebhosekar9714
    @jayashreebhosekar9714 2 ปีที่แล้ว +1

    Dear Shravan Can you explain the purpose of loading the top slab by hydrostatic pressure = 20 KN/m^2?
    Instead of modelling beams connected to nodes, can we model a ring beam supported on columns and design the vertical plates as shell?

  • @pavanburra3059
    @pavanburra3059 4 ปีที่แล้ว

    Super sir , ty sir

  • @TJECEUmeghaPU
    @TJECEUmeghaPU 3 ปีที่แล้ว +1

    Sir pls explain, how to design top ring beam and bottom ring beam in staad... And why you choose mesh analysis..

  • @arunendrasingh3655
    @arunendrasingh3655 2 ปีที่แล้ว

    Sir after analysing and selecting any beam, i am not getting concrete design option beside deflection

  • @JoseMartins-io8fi
    @JoseMartins-io8fi 2 ปีที่แล้ว

    very good

  • @gideondave562
    @gideondave562 4 ปีที่แล้ว

    Sir please put a video on how to design of LNG tank resting on the ground

  • @lakshmibaskar6418
    @lakshmibaskar6418 4 ปีที่แล้ว

    Sir please put videos of rectangular water tank resting on ground sir please....

  • @bys4953
    @bys4953 4 หลายเดือนก่อน

    I think you missed the horizontal hydrostatic pressure on the wall.

  • @mirzashoaib7187
    @mirzashoaib7187 4 ปีที่แล้ว

    THE DESIGN MOMENT EXCEEDS LIMITING MOMENT OF RESISTANCE FOR ELEMENT....Sir this error shows in results...Please help..🙏🙏

  • @aravindhanvinayagam2430
    @aravindhanvinayagam2430 2 ปีที่แล้ว

    Can you explain Conical roof,

  • @mosharrafnazri8058
    @mosharrafnazri8058 3 ปีที่แล้ว +1

    Sir. by doing with this process i got 1 error and the error is density not provided ,self weight command ignored

  • @brwalconstruction4617
    @brwalconstruction4617 7 หลายเดือนก่อน +1

    Full explanation ke saath batoa na

  • @structurelearninghub3340
    @structurelearninghub3340 3 ปีที่แล้ว

    How to apy earthwuake load

  • @praveenuraiya5277
    @praveenuraiya5277 3 ปีที่แล้ว +1

    Sir how to get reinforcement delails of slab

  • @Ajay-mk2um
    @Ajay-mk2um 4 ปีที่แล้ว +1

    Dint applied live load and wind load

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  4 ปีที่แล้ว +1

      No need of live load in water tank and I was considered that model where the wind load has less values

  • @daddydaughter3025
    @daddydaughter3025 2 ปีที่แล้ว +1

    Plz respond bro..I want foundation design for this

    • @civilengineeringbyshravan9596
      @civilengineeringbyshravan9596  2 ปีที่แล้ว

      Already uploaded in another tank videos please see videos in our channel

    • @daddydaughter3025
      @daddydaughter3025 2 ปีที่แล้ว

      @@civilengineeringbyshravan9596 no bro can plz provide link for foundation design for water tank

    • @daddydaughter3025
      @daddydaughter3025 2 ปีที่แล้ว

      It's very need for me

  • @akshaytapkir6821
    @akshaytapkir6821 2 ปีที่แล้ว

    Where is plate design?