This study examined the retrofitting and strengthening of reinforced concrete beams and columns using fiber reinforced polymer materials. RC members were cast and tested as control specimens. They were then retrofitted using carbon fiber reinforced polymer (CFRP), glass fiber reinforced polymer (GFRP), and CFRP with carbon laminate. The retrofitted beams and columns were tested and their ultimate load capacities were compared with the control specimens. The results showed that the ultimate load capacity of beams increased by 51% for GFRP and 67% for CFRP with laminate. The ultimate load capacity of columns increased by 21% for CFRP. Retrofitting with fiber materials improved the strength and load carrying capacity of the RC members.