Shear collapse of reinforced concrete (RC) individuals is cataclysmic and happens abruptly with no guidance ahead of
time of pain. In a few events existing RC pillars have been seen as lacking in shear and needing fortifying. Regular shear
reinforcing technique, for example, outer post tensioning, part broadening alongside inside transverse steel, and fortified steel
plates are expensive, requiring broad hardware, time, and noteworthy work. On the other hand, the moderately new elective
fortifying method utilizing propelled composite materials, known as fiber reinforced polymer (FRP), offers noteworthy favorable
circumstances, for example, adaptability in configuration, simplicity of establishment, diminished development time, and
improved toughness. The general goal of this examination was to explore the shear execution and disappointment methods of
RC T-pillars reinforced with remotely fortified GFRP sheets
