Design of Steel Tanks



Design of Steel Tanks

The steel tanks are defined as vessels made of steel plates. The steel tanks are either placed on ground or placed on towers. When the steel tanks are placed on ground, then, these are supported on cement concrete foundation or on steel grillage foundation. These steel tanks with vertical cylindrical surface and flat bottom and supported on ground are known as surface tanks. When the steel tanks are placed on the towers or staging, then, the steel tanks are known as elevated steel tanks. The.steel tanks are placed on towers in order to provide necessary, pressure head., The elevated steel tanks are generally used in connection with pumping stations. The steel tanks are used for storage and supply of water and other liquids, like petroleum, diesel, and kerosene oil.

The steel tanks are designed conforming to code of practice for use of steel in gravity water tanks IS: 805-1981.

The minimum thickness of the steel plates of the tanks shall be 6 mm except for roofs. In case, the tank water contains salts, the thickness of steel

plates shall be I.5 mm more thicker than that calculated.

RECTANGULAR STEEL TANKS



A rectangular steel tank is shown in Fig.The rectangular steel tanks are made of steel plates with flat bottom. The widths of steel plates generally adopted are 1.20 m, 1.25 m and 1.30 m depending upon availability of the plates. the thickness of steel plates should not be less than 6 mm. The bottom plates are provided in the transverse direction. These plates are turned up at the ends. These plates and the tee sections are provided in the inner-side to cover to form a butt-joint with the side plates of the tanks.


ELEVATED CIRCULAR STEEL TANK

An elevated circular steel tank is shown in Fig.  The elevated circular steel tanks are made with suspended bottoms. The circular steel tanks are made with hemispherical, segmental and conical bottoms. The hemispherical, segmental or elliptical bottoms are commonly used. The conical bottom is

rarely used. It is difficult to make-a satisfactory connection of conical bottom with the circular girder. The conical bottom tanks are used in railways . For small tanks, with hemispherical bottom, the ratio of height of cylindrical shell to the diameter is approximately I: 1. The ratio is l1/4: 1 for the tanks having capacity more than 4,50,000 liters. For the elliptical bottom tanks, this ratio is 0’6 : I for the tanks less than 6,75,000  litres capacity and 0.5 : I for tanks of 6,75,()()() litres capacity and more. For the hemispherical bottom tanks, the theoretical drop of the bottom from spring line is one half the diameter of the ,tank. For the elliptical bottom tanks, this drop is one-fourth the diameter, The steel plates used for the sides of the cylindrical shell are kept slightly different in diameters, so that the courses are placed overlapping each other inside and outside, alternately. The shell plates are shaped to suit the curvature of the tank. The thickness of the plates in the cylindrical shell should not be less than 6 mm. The nominal plate thickness as recommended in IS: 805-1981 for the different nominal tank diameter is adopted as given in Table in IS 805 . The minimum thickness of plates in the suspended bottom should not be less than the thickness of plates in the lowest course of the cylindrical part of the tank. The plates are sheared or planed to a suitable bevel along the edges by caulking.



Pressed steel tanks




The pressed steel tanks have come into use to large extent because of their ease in the erection, facility in transport, standard construction, ease in dismantling and re-erection.


PERMISSIBLE STRESSES

. The permissible stresses as given in IS 800-1984 are considered basic stresses




2 COMMENTS

  1. I wish to know what minimum thickness to make a rectangular steel water tank measuring 4 m L x 2 m W x 3 m high and containing water to a depth of 2.75 m ? The tank will have a steel base plate but be open topped. I assume the steel grade to be of yield strength 250 Mpa. Internal stiffeners of 50 x 50 x 5 grade angle are intended to be used fully filet welded to make an internal frame of 1 m spacing. Can you please advise recommended formulas for the shell wall thicknes and better still a probable answer ?

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