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Effectiveness of stirrups as shear reinforcement in reinforced concrete beams
Testing of shear failure of narrow deep beam having overall size of 3 in. × 9 in. × 9 ft; effective span of 6 ft 6 in. and flexure span of 3 ft 3 in. were adopted; mild steel stirrups were employed so that their contribution to shear strength of beam could be determined; table gives results; it was found that stirrup near support is not effective at all.
Effectiveness of stirrups as shear reinforcement in reinforced concrete beams
Testing of shear failure of narrow deep beam having overall size of 3 in. × 9 in. × 9 ft; effective span of 6 ft 6 in. and flexure span of 3 ft 3 in. were adopted; mild steel stirrups were employed so that their contribution to shear strength of beam could be determined; table gives results; it was found that stirrup near support is not effective at all.
Effectiveness of stirrups as shear reinforcement in reinforced concrete beams
Constructional Rev
Sekhon, M. (author) / Hall, A.S. (author)
1960
4 pages
Article (Journal)
English
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