International Journal of Concrete Structures and Materials

Table 3 Details of beam specimens and experimental results.

From: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams

Beams	h (mm)	b (mm)	d (mm)	a/d	ρ_l (%)	ρ_wf_y (MPa)	V_fail (kN)
2Cont MN-2.5	304.8	152.4	279.4	2.5	0.94	–	122.77
3Cont-MN-2	304.8	152.4	279.4	2	0.94	–	95.64
4Cont-M8-2	304.8	152.4	279.4	2.0	0.94	2.13	133.00
5Cont-M8-2.5^a	304.8	152.4	279.4	2.5	0.94	2.13	98.75
6Cont-M8-3	304.8	152.4	279.4	3	0.94	2.13	131.67
7Cont-M3-2.5	304.8	152.4	279.4	2.5	0.94	5.68	131.67

^aBeam 5Cont-M8-2.5 experienced malfunction during the test.

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