Effect of Magnification Factor in Column and Bean in Open Ground Storey Buildings Frame

Presence of infill walls within the frames refers the behavior of the building under lateral loads. However, its common experience observe to ignore the stiffness of infill wall for analysis of framed building. The infill wall strut is provided the ability to reduce the lateral load in structures. In this investigation, the infill wall strut has been placed at open first storey building to provide the maximum stiffness to the structure as compared to bare frame or normal OGS frame structure. The present work is done in STAAD.Pro software, which is good agreement for seismic structure analysis and the magnification factor are calculated in columns and beam of structure due to maximum bending moment and shear force using response spectrum method. The results are validated and compared with good literature and improve the design for future application. The main purpose of the investigation is to find the effect of magnification factor for open ground storey buildings in seismic condition as per as Indian standard.