Multistory structures are the type of structures which are often subjected to seismic and wind effects simultaneously. The actual strength in the plan of multistory building is the regularity in planning, the type of materials, construction techniques used during constructions. The structure is mostly constructed to have adequate horizontal solidness to oppose the lateral loads caused by the seismic action and to control the parallel float of the structures. The steel supporting framework in strengthened solid edges is suitable for preventing horizontal powers. In this paper we are preparing and analysing a G + 20 with 3 m spacing of each floors. In this structure we will distinguish exposed casing and edges having X-type bracings or knee bracings at the corners. A three dimensional structure is taken, and 20 stories is taken with story tallness of 3 m. The bars and segments are intended to withstand dead and live load only. Seismic tremor loads are taken by bracings. The bracings are given just on the fringe sections. Analysis and design has been carried out using ETABS software, and the results are discussed.
An approach to find the accurate optimal solution for structural elements such as beams, columns, footings etc. has been studied by huge researches in the current situation. As an addition in this research paper optimal design of two different types of reinforced concrete beams with different loading conditions one with concentrated load and another with UDL has been considered in addition to its self-weight, live load, equilibrium and serviceability constraints. Manual design of beams has been done in order to verify with the optimization technique limit state approach with accordance to the Indian standard codal provisions, classical and non-traditional optimization technique are done and the results are tabulated.
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