DESIGN PRINCIPLES OF RESIDENTIAL COMPLEX (G+2)

Amerioca Thangkhiew¹, Nelson Ponnu Durai T²

¹ PG Student, Vel Tech Rangarajan Dr. Sagunthala R&D Institute of Science and Technology, Tamil Nadu.
² Assistant Professor, Vel Tech Rangarajan Dr. Sagunthala R&D Institute of Science and Technology, Tamil Nadu.

Abstract

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. Structural engineers are facing the challenge of striving for the most efficient and economical design with accuracy in solution, 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-storeyed building. Thus, the residential building consists of G+2 storeys with a build-up area of 1032 sq.ft. The structure is analyzed by non-linear static analysis using STAAD PRO Vi8 software and the plan is drafted by AUTOCAD 2010. Dead load, Live load, Wind load, Seismic load and Lateral load is manually designed as per the Indian Standard codes (IS 1893 Part-1: 2002). Footings are designed based on Safe Bearing Capacity of soil. Design of Columns, Beams, Slabs, Footings and Staircase is manually designed as per the Indian Standard codes (IS 456-2000) and SP16. From the slabs, the loads are transferred to the beams, thereafter, the loads from the beams are taken up by the columns and then to the footings. The section is checked for the components manually, using STAAD PRO software for the post analysis of structure; maximum shear force, bending moment and storey displacement are computed.

Keywords

• Computed Aided Design, Structural Analysis and Design, Dead Load, Live Load, Earthquake Load.

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Cite this Article as Follows

Thangkhiew, A., & T, N. (2020). DESIGN PRINCIPLES OF RESIDENTIAL COMPLEX (G+2). In Proceedings of the International E-Conference on Novel Innovations and Sustainable Development in Civil Engineering 2020 (1st ed., Vol. 1, p. 45). London, GB: ASDF International.