Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams

Table 2

Mix proportion design.

Cement (kg·m^−3)	Fly ash (kg·m^−3)	Water (kg·m^−3)	Fine aggregate (kg·m^−3)	Coarse aggregate (kg·m^−3)	Superplasticizer (%)	W/B (%)
388	166	210	769	710	0.9–1.2	0.38