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This paper concerns the enhancement of shear resistance of reinforced concrete members using horizontal web steel. Based on a test programme, a design rule is proposed for enhancement of shear resistance of a reinforced concrete member when horizontal web steel is provided at the centre of the cross-section. This rule could be used in conjunction with any design method where the shear resistance of a section is obtained by adding the individual contributions of concrete and the web reinforcement. For members exposed to fire, there are potential benefits in providing central bars as shear reinforcement.
Keywords:
concrete
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© 1995 Thomas Telford Ltd
1995
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