Design and Analysis of R.C.C Overhead Water Tank for Town
Keywords:
hydrostatic strain, kinds of tanks, square water tank, opinions, Meridional pressure, Hoop pressure, evaluation, layout standards as per IS codeAbstract
Storage tanks are both a common carrier and an essential commercial establishment. The prevalent building techniques, the physical characteristics of the material, and the climatic circumstances all impact the procurement and build procedures employed in steel and concrete. Prior to beginning the design, the much more appropriate kind of tank staging and accurate load estimate are performed, as well as structural statically equilibrium, particularly with regard to overturning of overhanging parts. When the tank is full as well as empty, the design considers the worst conceivable arrangement of stresses, moments, and shears coming from transverse and longitudinal loads operating in either direction. The deviation shape owing to pressure gradient and strains, among other things, are studied in this project by doing an Intze tank study.
Downloads
References
I.S 456:2000, “Code of Practice for Plain and Reinforced Concrete”, I.S.I., New Delhi
I.S 875 (Part II): 1987, “Code of Practice for Imposed Load”, I.S.I., New Delhi
I.S 875 (Part II): 1987, “Code of Practice for Wind Load”, I.S.I., New Delhi
I.S 1893: 1984, ”Criteria for Earthquake Resistant Design of Structures”, I.S.I., New Delhi
I.S 3370 (Part I): 2009, “Code of Practice for Concrete Structures for Storage of Liquid”, I.S.I., New Delhi [6] I.S 3370 (Part IV): 1967, “Code of Practice for Concrete Structures for Storage of Liquid”, I.S.I., New Delhi [7] SP 16 (1980), “Design Aids for Reinforced Concrete to IS 456: 1978”
2010 17th edition of S. Ramamrutham, “Design of Reinforced concrete structures”, Dhanpat Rai Publications.
2008 edition of M.L Gambhir “Design of Reinforced concrete structures”, PHI Learning Pvt. Ltd., New Delhi.