Circular Water Tank Design by using STAAD Pro V8i Software

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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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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

pramodpathrikar

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?

jayashreebhosekar

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

TJECEUmeghaPU

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

arunendrasingh

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

bys

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

gideondave

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

lakshmibaskar

Plz respond bro..I want foundation design for this

daddydaughter

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

mosharrafnazri

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

mirzashoaib

Sir how to get reinforcement delails of slab

praveenuraiya

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