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  1. punnarkar

    Buoyancy Imposed at Elevator Pit

    In General, the uplift calculation comes for the design of liquid retaining structure which is partly / fully underground. Before starting of analysis/design you should have the following data - 1) Size of Tank/Pit. 2) Depth of Tank/Pit below G.L. 3) High Flood Level/Maximum Ground Water Table...
  2. punnarkar

    ALUMINIUM LADDER INSIDE WATER TANK - please help

    In a Under Ground Water Tank, to go inside the tank generally we provide Cast Iron Rungs. Instead of C.I.Rungs, can we use Aluminium ladder??? What are the advntages & disadvantage of Aluminium ladder inside the water tank. Please help..
  3. punnarkar

    slab on grade

    Hi nonso, For grade slab of water retaining structure the minimum thickness should be ((Height of water(in mm)/40 + 50 mm)) i.e. if the water height 5000 mm then minimum thickness should be 5000/40+50 = 175 mm. (considering no ground water table) For grade slab of basement, the thickness will...
  4. punnarkar

    cracks in launder of water retaining structures

    A launder wall of height 1.5 m is taken cantilever from the base slab of launder. The thickness o launder is 150 mm and the grade of concrete is M25 (Ready mix concrete). The steel provided is 10 tor @ 150 mm c/c. The vertical through cracks are generated in the launder at a approximate...

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