In order to compete in the ever growing competent market it is very important for a structural Engineer to save time as well as money, as a sequel to this is an attempt made to analyze and design a INTZE water tank by using IS method & software package of staad.pro. For analyzing a INTZE water tank one has to consider all the possible loadings and see that the structure is safe against all possible loading conditions. STAAD-Pro V8i is a comprehensive and integrated finite element Analysis and design offering, including a state-of-the-art user interface, visualization tools, and international design codes. There are several methods for analysis of different frames like finite element method. The present project deals with the design & analysis of a INTZE water tank with 12 lakh liters capacity for Jharkhand. The dead load, live loads & seismic load are applied and the design for different structural component, columns is done by using IS code method and STAAD.Pro with its new features surpassed its predecessors, and competitors with its data sharing capabilities with other major software like AutoCAD, and MS Excel. Intzetank is a type of elevated water tank supported on stagingThere are several methods for analysis of different frames like finite element method.Analysis of results of structural design and estimation of quantities of Intze tank for different wind speed and different bearing capacity of soil, For same bearing capacity of soil, if wind speed is increased the quantity of concrete and steel in Intze type elevated water tank are also increased. For same bearing capacity of soil, if wind speed is increased the quantity of concrete and steel in Intze type elevated water tank are also increased. Keeping the values of bearing capacity of soil constant, for every incremental increase of 10 m/sec of wind speed, the quantites of concrete is increased.If the design of intze type elevated water tank is devided into two parts namely super structure (above columns) and super structure (upto columns) the analysis of results of this study reveals that with the change in the wind speed and/or the bearing capacity of soil, there is an appreciable change is required quantities of concrete and steel for sub structure while these is almost no change in the required quantities of concrete and steel for super structure.
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