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Abstract
The aim of the current thesis is to study the flexural behavior of RC continuous T beam at hogging zone with column restriction. A seven specimens were strengthened by three different strengthening materials. The behavior of strengthening materials was studied in two different strengthening positions namely the flange and web regions. The results indicated that strengthening beams in flange region gave better results than strengthening them in web region. Using reinforcing steel bars in strengthening the flange region proved to be an effective technique in terms of both capacity and ductility