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The case study of the Gujarat Ginning Mill Compound involves evaluating the structural behavior of the building. It begins with a visual inspection of various components such as the steel roof truss and masonry walls. After completing the visual inspection, damages are observed along with their causes. Many types of damage are identified, including material degradation, biological growth, and cracks in the structure. After that non-linear pushover was performed to check the seismic demand of the structure. Strengthening works have been proposed to increase the seismic demand of the structure.