Numerical analysis of G + 4 residential building with STAAD.Pro

Abstract

One of the project's main goals is to use the Limit State Method with the modelling and simulation programme STAAD Pro to analyse and design a multistorey structure [G + 4 (3-dimensional frame)]. For everything from model generation to result visualisation and verification, it is the most extensively used tool among specialists in the domains of modelling, analysis, and design. The outcomes of these tests proved to be rather dependable. This is the first time a G + 4-story [2-D Frame] structure has been analysed and constructed to withstand the complete spectrum of load combinations [dead loads, live loads, wind loads, and seismic loads]. Our last job was to accurately analyse and design a G + 4 3-D RCC structure with a length of 3 m under a variety of load combinations. The structure was three metres long as well. The y-axis was constructed using G + 4 floors in this scenario. At its base, the tower was 1.5 m tall and 1.2 m wide. According to STAAD load case criteria, the structure was tested for a range of loads, including self-weight, dead load, live load, wind load, and seismic loading. STAAD. Pro produced wind load estimates based on given wind strengths at various heights while adhering to IS 875 guidelines. In addition to other important criteria, T design-related practise standards were developed. STAAD. Pro was used to analyse the structure and create the individual member components in the following stage. We may work on the structure after it has been created using post-processing mode. Using the diagrams that have been constructed, we may investigate the bending moment and shear force values. Individual members' deflection may also be monitored and recorded when they are exposed to certain loading combinations.