Study on the G+5 Building with Different Plan Irregularities by Staad Pro

Study on the G+5 Building with Different Plan Irregularities by Staad Pro

CH. Nikshiptha 1, Mrs.V. Kavitha2
1M.Tech Scholar, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences (SITS), Hyderabad, India .

2Assistant Professor, Department of Civil Engineering, Siddhartha Institute of Technology and Sciences (SITS), Hyderabad, India (vavillakavitha.Civil@siddhartha.co.in)

Abstract - This study explores the structural analysis, design, and material optimization of a G+5 residential building in Hyderabad, conforming to Indian Standard codes. Using STAAD.Pro, the analysis incorporates critical load conditions, including live, floor finish, wind, and seismic loads, following IS 875 and IS 1893 provisions. The foundation design employs isolated footings tailored to medium soil conditions, ensuring safe bearing capacity and structural stability.

Material optimization focuses on efficient use of M25 grade concrete and Fe 415 steel, providing cost-effective solutions while maintaining safety and serviceability. Key structural parameters, such as building height, column and beam dimensions, and slab and wall thicknesses, are accurately modeled to align with IS 456 standards. The design integrates modern structural engineering techniques to address static and dynamic loads, ensuring resilience against environmental stresses.

This study underscores the importance of combining advanced analysis tools with code-compliant design principles, contributing to sustainable, economical, and safe construction practices for urban infrastructure in challenging environments.

Keywords: STAAD.Pro, G+5 Residential Building, Structural Design, Material Optimization, Indian Standard Codes, IS 456, IS 875, IS 1893, Foundation Design, M25 Concrete, Fe 415 Steel, Sustainable Urban Development.