Evaluation of Shear Effect on Deflection of RC Beams

This study evaluates the effect of shear on deflection reinforced concrete (RC) beams subjected to combined bending and shear. A total nine simply supported were manufactured with span-to-depth ratio, tension steel capacity ratio as test variables. The experimental results used evaluate by separating them into flexural deformations. theoretical specimens was calculated using effective moment inertia equation recommended ACI 318-19 based curvature relationships flexure critical beams. By comparing analytical results, it revealed that obtained underestimated up about 1.6 times when large.