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A multi-storey building has several floors at different levels above the ground. Analysis and design of multi-storied building deals with economic factor, serviceability and durability of a building. The foremost basic in structural engineering is the design of simple basic components and members of the building i.e., beams, columns, slabs and footings.Thisproject work aims to analysis and design of a four storied building using ETABS. ETABS stands for Extended Three-Dimensional Analysis of Building Systems. It is a stand-alone structural analysis programme with a special purpose features for structural design and analysis of building systems. It is simple to use and user friendly and it is unique in its ability to address the full spectrum of tasks involved in the process of structural analysis and design. The main purpose of this software is to design multi-storey building in a systematic process. This project accomplishes a typical design project which is designed as per Indian Codes IS1893-Part 2:2000 and IS456:2000. The design involves determining the most suitable proportions of a structure and dimensioning and detailing the structural elements. Once the structure is analysed and designed it must have sufficient strength to withstand the maximum stresses to which it is subjected. This paper discuss the analysis of a conventional building (G+4) under the effect of shear forces and bending moment of beams and columns.
ETABS, analysis, structural design, shear force, bending moment
ETABS, analysis, structural design, shear force, bending moment
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