DESIGN OF SLAB SHEAR WALL AND DOMES OF ELEVATED STORAGE RESERVOIR

Authors

  • Gurav Kamalakar Vishvanath Department of Civil Engineering, S.V.S.M.D‘s K.K.I. Polytechnic, Akkalkot
  • Kshirsagar Akash Govind Department of Civil Engineering, S.V.S.M.D‘s K.K.I. Polytechnic, Akkalkot
  • Katare Shivraj Dayanand Department of Civil Engineering, S.V.S.M.D‘s K.K.I. Polytechnic, Akkalkot
  • Mr. Gram N. A. Lecturer in Civil Engg. S.V.S.M.D‘s K.K.I. Polytechnic, Akkalkot

Abstract

While designing a reinforced concrete structure, the aim is to provide a safe, serviceable, durable, economical and aesthetically pleasing structure. For the structure to be safe, it must be able to resist the worst loading conditions. Under normal working conditions, the deformation and cracking must not be excessive for the structure to remain serviceable, durable and aesthetically pleasing during the expected design life. Furthermore, the structure should be economical with regard to both construction and maintenance cost. During designing, a sensible designer ought to bear in mind that structure should be a balancing of economy, aesthetic and stability. One can always design a massive structure, which has more than adequate stability strength and serviceability, but the ensuring cost of the structure may be exorbitant and the end product far from aesthetics. In the design of structures, the aim is to design the structure in such a way that it fulfils its intended purpose during its intended life time and be adequately safe in terms of strength, stability and structural rigidity and have adequate serviceability in terms of stiffness, durability etc. Safety requires the possibility of collapse of the structure (partial or total) is acceptably low not under normal expected loads (service loads), but also under less frequent loads (such as due to earthquakes or extreme winds) and accidental loads (blasts, impacts, etc.). Other two important considerations that a sensible designer ought to bear in mind are that the structure should be economical with regard to both construction and maintenance cost and aesthetically pleasing during the expected design life. A water tank is used to store water for daily requirements like drinking, washing etc. An elevated water tank is a large water storage container constructed for the purpose of holding water supply at certain height to provide sufficient pressure in the water distribution system. Liquid storage tanks are used extensively used by municipalities and industries for storing water, inflammable liquids and other chemicals. These tanks have various types of support structures like RC braced frame, steel frame, RC shaft, and even masonry pedestal. The most commonly used staging in practice is the frame type. The main components of this type of staging are columns and braces. The staging acts like a bridge between the overhead container and foundation to transfer loads acting on the tank. Thus Water tanks are very important for public utility and for industrial structure and also to withstand more design forces. The frame support of the ELSR should have adequate strength to resist axial loads, moment and shear force due to lateral loads. These forces depend upon total weight of the structure, which varies with the amount of water present in the tank container.

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References

Sudhir K. Jain & O. R. Jaiswal, September-2005, “Journal of Structural Engineering “ Vol-32, pp. 7-13.

Dr. Suchita Hirde, Ms. Asmita Bajare, Dr. Manoj Hedaoo – 2011 “Seismic performance of elevated water tanks”. International Journal of Advanced Engineering Research and Studies IJAERS/Vol. I /Issue I / 2011/ 78-87,

Boyce,W.H. 1963, “Vibration Tests on a Simple Water Tower”, Proc. SWCEE,Rome,Italy,Vol. 1,pp. 220-225.

Housner,G.W. ,1983, “The Dynamic Behaviour of Water Tanks”, Earthquake Engineering Research Institute, Berkeley, California, Vol. 53, pp. 381-187.

IS: 456-2000, Indian Standard Code of Practice for Plain and Reinforced Concrete,Bureau of Indian Standards, New Delhi.

IS: 3370 (Part 1)-2009, General Requirements , Indian Standard Code of Practice for Concrete Structures for the Storage of Liquids, Bureau of Indian Standards, New Delhi.

IS: 3370 (Part 2)-2009, Reinforced Concrete Structures, Indian Standard Code of Practice for Concrete Structures for the Storage of Liquids, Bureau of Indian Standards, New Delhi.

IS: 3370 (Part 4)-2009, Design Tables,,Indian Standard Code of Practice for Concrete Structures for the Storage of Liquids, Bureau of Indian Standards, New Delhi.

IS: 11682-1985, Indian Standard Criteria for Design of RCC Staging for Overhead Water Tanks, , Bureau of Indian Standards, New Delhi.

IS: 875(Part 3), Indian Standard Code of Practice for Design Loads (other than Earthquake), for Buildings and Structures, Bureau of Indian Standards, New Delhi.

Advanced Reinforced Concrete Design ,N. Krishna Raju, Book Code: 023118, ISBN 8123912250. Publication Year : 2010, Cbs Publisher,,New Delhi.

"RCC Designs (Reinforced Concrete Structures)”, B. C. Punmia,Ashok Kumar, Book Code : 001644. ISBN : 8170088534. Publication Year : 2006, Laxmi Publication ,New Delhi.

IS: 1172-1993 , Indian Standard Code of Baisc Requirements for Water Supply, Drainage and Snitation, Bureau of Indian Standards, New Delhi.

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Published

2016-09-20

How to Cite

[1]
Gurav Kamalakar Vishvanath, Kshirsagar Akash Govind, Katare Shivraj Dayanand, and Mr. Gram N. A., “DESIGN OF SLAB SHEAR WALL AND DOMES OF ELEVATED STORAGE RESERVOIR”, IEJRD - International Multidisciplinary Journal, vol. 2, no. 5, p. 8, Sep. 2016.

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