International Journal of Concrete Structures and Materials

Table 5 Dimensions of reinforced HSC beams.

From: Shear Capacity Contribution of Steel Fiber Reinforced High-Strength Concrete Compared with and without Stirrup

	D_T	D_B	h (mm)	b (mm)	d (mm)	d₁ (mm)	d₂ (mm)	Av/(bs)	s (mm)	cc (mm)
NS-N	D8	D25	500	300	442	58	27	–	–	–
105S-N	D8	D25	500	300	442	58	27	0.32	105	20
158S-N	D8	D25	500	300	442	58	27	0.21	158	20
210S-N	D8	D25	500	300	442	58	27	0.16	210	20
NS-SF	D8	D25	500	300	442	58	–	–	–	–

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