Dear Mr. Kumar,
What is the arae and depth of buckling ? Minimum and Maximum measured??
Your tank is with Single deck or double deck Floating roof??
refer API-650,Annes-C for guidance.
r
Thanks/regards,
Neethipathi-G
Contact numbers:
+ 974- 66170687 (Qatar)
+ 91- 8344044517 (India)
On Sat, Oct 11, 2014 at 11:25 AM, Kumar <sk7920541@gmail.com> wrote:
Hai,
Pls. note the material of construction is A 283 Gr.C. (also attaching
2 more snaps for reference).
Regards,
Kumar
On 10/11/14, Kumar <sk7920541@gmail.com> wrote:
> Dear All,
> For a storage tank as per API 650 construction (dia- 72 mtr, height-
> 22 mtr), the external floating roof have found with some buckling &
> waviness which is more noticable after the hydrotest. since the roof
> is resting on the fixed legs in the bottom plate, this might be due to
> the settlement of foundation during hydrotest. anyhow, sub-con is
> declining to rectify this as there is no criteria in 650 for floating
> roof. Kindly share your views(few snaps attached)
> Regards,
> Kumar.
>
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