Bhavsar Kush Nareshkumar

SD4006

The project involves the analysis and design of a G+12 storey Hospital  building using a dual lateral load-resisting system comprising Special Moment Resisting Frames (SMRF) and shear walls. The primary objective is to evaluate the building’s seismic performance, with a focus on minimizing torsional effects, lateral displacement, and inter-storey drift. The design complies with all relevant codes for gravity and earthquake loads, with irregularity checks performed as per IS 1893 (Part 1): 2016 and ductile detailing carried out in accordance with IS 13920: 2016.