Example 6 1 Rectangular Water Tank Design – Free download as PDF File .pdf), Text File .txt) or read online for free. leakage. This project gives in brief, the theory behind the design of liquid retaining structure (Elevated circular water tank with domed roof and conical base). and further guidance on seismic design methods for storage tanks larger tanks, and as such the seismic design for these larger storage tanks.

Author: Moogugami Gum
Country: Morocco
Language: English (Spanish)
Genre: Automotive
Published (Last): 19 February 2010
Pages: 170
PDF File Size: 8.82 Mb
ePub File Size: 7.76 Mb
ISBN: 347-4-42750-742-1
Downloads: 72761
Price: Free* [*Free Regsitration Required]
Uploader: Tojalar

Same reinforcement is put at top and bottom as the may blow from one side or the other.

Steel in Horizontal Span. At bottom, slope and deflection will be zero. For small capacities circular tanks prove uneconomical as the formwork for circular tanks is very costly. Design of base slab The slab is built monolithic with beam on all the four edges.

Steel reinforcement is provided for B. The moments in the inclined braces meeting at a column can be found as follows- The axes of moments in column above and below the brace will be at right angles to the direction of the wind. A gap is sometimes left temporarily between the concrete of adjoining parts of a structure which Fig. Thus four equations can be formed which can be solved for four constants.

This type of joint is provided between wall and floor in some cylindrical tank designs. In case the length of tank is more than twice the breadth of the tank, the slab is designed oneway spanning along the shorter span. Movement joints should be provided as discussed in article 3. At the base slope and deflection will be zero. Bending moment coefficients are obtained by interpolation from Table 8.


water tank design example | Ravindra Ranatunga Ranatunga –

Design a circular tank with flexible base for capacity oflitres. Steel in Short Span Steel required for -ve B.

Efficient compaction preferably by vibration is essential. The base slab of circular tanks is designed as circular slab supported on masonry or circular beam at the end.

The main reinforcement consists of circular hoops Vertical reinforcement equal to 0. LV 4 Assume 22 cm. The tank is covered with domed roof. Pressure of Saturated soil acting from outside and no water pressure from inside.

Overhead RCC Water Tanks Construction

In such a case triangle of moments will be right angled triangle and side Oa will be hypotenuse. The exact analysis is rather difficult and such tanks are designed by approximate methods. Walls i Provision of Joints a Sliding joints at the base of the wall.

Where the calculated shear stress in concrete alone exceeds the permissible value, reinforcement acting in conjunction with diagonal compression in the concrete shall be provided to take the whole of the shear. By completing the triangle of moments, the ot, the moments in the braces can be found. Design r.c.c.ovwrhead Long Walls. Design a circular tank having diameter of 6 m. The columns are assumed to be fixed at the braces as well as to elevated tank, therefore, effective length of column is taken as distance between bracings.


Area of steel required at support 14, Our services involved architecture and well as RCC design of the Tank, specifications, bill of quantities and tender documents, selection of contractor, project monitoring and supervision, laying down safety standards and ensuring that they are met, bill checking and certification. Minimum steel required 0. It is a movement joint with deliberate discontinuity without initial gap between the concrete on either side of the joint.

LV 4 Coefficients for B. M at various heights and shear at the base. Not only r.c.c.overyead people but our clients are also proud of us. For the bottom portion BD reinforcement for hoop tension is provided in addition to steel required for bending. Circular tanks hinged at base and free at top. M at various heights and shear at base.

Pressure of saturated soil acting from outside and no water desihn from inside. To resist the horizontal component of the meridional thrust at the end of done a ring is provided.

The maximum length desirable between vertical movement joints will depend upon the tensile strength of the walls, and may be increased by suitable reinforcement.