The optimum length for FRP shear strengthening of RC beams subject to uniform distributed load. Is it logic ?

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Abdul Aziz Abdul Samad

To answer, yes it's possible. However, your statement is a bit vague. For example, is your beam simply supported or is it a fixed end beam? Is it a continuous beam?

I'm sure you are aware of the influence of shear span to effective depth ratio (a/d) to shear failure of the beam. a/d from 2.5 to 6 is either compression-shear failure or a tension- shear failure (Sinha, 2002)

Saad Altaan

What is the depth of your beams, since the depth is an important factor in shear strength and behavior???