Thank you for paying attenton to my question!!
I need to design wall of cylindrical Underground tank by Indian code.
Indian Code for water retaining structures (IS 3370 part -4) provides Shear force coefficients for H2/Dt ratio upto 16 only.
In case I have ratio greater than 16 ,, like 64 or 71 than which values of coefficients should I follow to design wall of such cylindrical underground tank?
Kindly let me know the solution.
So it's more of a pipe than a tank?
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