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Collapse of building due to gas explosion or due to bombing has been occurred in past. Due to explosion a local load carrying member fails and the load carried by failed member get transferred as extra loads to adjacent members which are generally not designed for that, due to extra loads adjacent members gets failed in such a manner whole building collapses. Due to increase in terrorist activity Progressive collapse resistance buildings are need of present and future. In this work resistance to progressive collapse of 12 storey RC Special Moment resistance frame building having 7 and 5 bays each of 4.5 m in X and Y direction respectively has been evaluated by Linear Static Analysis method. Each is of 3 m height and General Service Administration (GSA) guild lines has been followed for analysis procedure. Four Column removal case each at one time has been analyzed and DCR ratio has been calculated and compared with limiting value provided by GSA 2013. DCR values for different column removal cases also has been compared and final conclusion has been made.

Evaluation of Progressive Collapse Resistance of Multi-Storey RC Building by Linear Static Analysis Method