Progressive Collapse Behavior Of 2d Reinforced Concrete frame under Intermediate Floor

Abstract

The current examination investigates a 2-D, two-inlet - five-storey fortified cement uncovered structure in use. Direct static is done and two-section evacuation situations in the particular corner and center segment expulsion situations on the third floor (Intermediate Floor) are considered. Right now, three Configurations (CF-I, CF-II, and CF-III) are concentrated with a differing range length of 3m, 2m, and 1.5m. Right now three cases bare edge without divider load, Bare edge with divider burden and Infilled Frame, Linear Static Analysis is done and Demand Capacity Ratio (DCR) was found. Setup - I show more DCR Value and it shows inclined to progressive collapse.