Computer aided analysis and Design of Underground water tank as per BIS
| Author(s) | : | Mr. Suraj P. Shinde |
| Institution | : | Assistant Professor, Department of Civil Engineering, Jaihind College of Engineering, Kuran, India. |
| Published In | : | Vol. 5, Issue 16 — January 2018 |
| Page No. | : | - |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Storage reservoirs and overhead tank are used to store water, liquid petroleum, petroleum products and similar liquids.The force analysis of the reservoirs or tanks is about the same irrespective of the chemical nature of the product. All tanks aredesigned as crack free structures to eliminate any leakage. In the construction of concrete structure for the storage of water and otherliquids the imperviousness of concrete is most essential. The permeability of any uniform and thoroughly compacted concrete of givenmix proportions is mainly dependent on water cement ratio.Where space is limited, underground tanks can be placed under driveways or lawns. Underground tanks are protected fromfires and other natural disasters such as hurricanes. In an agricultural or wildlife situation, underground tanks are protected fromanimal that may rub against or otherwise damage above ground tanks. Manual Analysis and design of Underground Water tank byusing IS code method is compare with STAAD-PRO and SAP software design result, comparison of reinforcement is done andoptimize results are determined. This report gives in brief, the theory behind the design of liquid retaining structure (Rectangularwater tank) using working stress method. This water tank of 1,00,000-10,00,000 liters capacity is designed in computer addedanalysis.
Mr. Suraj P. Shinde, “Computer aided analysis and Design of Underground water tank as per BIS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 16, pp. -, January 2018.
