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Strengthening Reinforced Concrete (RC) girder/beams are required due to design errors, deficient concrete production, bad execution processes, damage due to earthquake, accidents such as collisions, fire, explosions, and situations involving changes in the functionality of the structure. This study presents numerical investigation of as built and U-shaped strengthened 8 girders of size 12.6m span and 400 mm x 780 mm cross sections subjected to monotonic loading. The girders were reproduced fromdoi:10.20372/nadre/20598 fatcat:c2tgcqh3wjbhjkdh6nhbjj3tfa