Analysis and Design of G+9 Educational Building Using Etabs
Authors:- S.Kasilingam, Professor Dr.A.Arivumangai
Abstract-In this project work, an attempt has been made to plan and design a G+9 storied educational building. This project work involves planning, analysis, designs, and drawings of a typical multi storied building. The salient features of the G+9 storied building are as given below the basement floor is 1.20m above the existing ground level. The shopping complex consists of G+9 floors with 4.00m ceiling height. The carpet area available in each floor is 3000sq.m. This educational building having all facilities under one roof, designed with workstations, conference hall, individual cabins for higher officials, Discussion rooms with all other amenities and very good water supply and sanitary arrangements. Structural analysis is a branch which involves determination of behavior of structures in order to predict the responses of real structures such as buildings, bridges, trusses etc, with economy, elegance, serviceability and durability of structure. Structural engineers are facing the challenge of striving for the most efficient and economical design with accuracy in solution, while ensuring that the final design of a building must be serviceable for its intended function over its design lifetime. This project attempts to understand the structural behavior of various components in the multi-storied building. Analysis, designing and estimation of multi-storied building has been taken up for Basement+G+2 Building, thereby depending on the suitability of plan, layout of beams and positions of columns are fixed. Dead loads are calculated based on material properties and live loads are considered according to the code IS875-part 2, footings are designed based on safe bearing capacity of soil. For the design of columns and beams frame analysis is done by limit state method to know the moments they are acted upon. The structural design has been manually done. The estimate of the building is prepared on the basis of plinth area rate. Necessary structural drawings are enclosed at appropriate places.
