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  1. AmeetSD

    Hydrodynamic effect on circular steel water retaining tanks

    Hi JStephen, Thank you very much for your reply. I'm based in Pune city close to the western coast of India. I'm looking at the option of providing a steel tank resting on ground instead of concrete which might be economical. Diametar of the tanks is varying from 20m to 28m. Could you please...
  2. AmeetSD

    Hydrodynamic effect on circular steel water retaining tanks

    Through this message I have two queries to ask. 1) Has anyone designed a circular steel tank retaining water? If so could you please share the detail drawings of such a steel tank. 2) If such a tank is located in a seismic zone, how have you considered the seismic effect on stored liquid. Could...
  3. AmeetSD

    Regarding depth of fixity in Friction Cast In-situ Bored Piles

    Could you please explain me how to find the depth of fixity of friction cast in-situ R.C.C piles. In case of end bearing piles anchored into rock, what shall be the depth of anchorage inside hard rock. Is such a pile capable of resisting horizontal loads or is it necessary to provide raker pile...

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