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- W2078400969 abstract "Summary: The determination of the magnitude and distribution of the shearing stresses in reinforced concrete beams is one of the most difficult problems that faces designers at the present time. A research programme has been pursued for some two years in the Civil Engineering Laboratories of Leeds University and this paper deals with the results of tests on 39 beams designed to fail in shear or diagonal tension. Many factors influence the resistance of reinforced concrete in shear and the factors investigated so far are the effects of variations in (a) spacing of vertical stirrups and percentage web reinforcement, (b) ratio of depth of beam to the span. It is seen that vertical stirrups, even with spacings a little greater than the moment arm, always increase the ultimate shearing loads, the effectiveness of the stirrups falling gradually when the spacing exceeds about one-half the moment arm. The widths of inclined cracks in beams with mild steel vertical stirrups were less than 0·005 in. at a stress of ..." @default.
- W2078400969 created "2016-06-24" @default.
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- W2078400969 date "1949-01-01" @default.
- W2078400969 modified "2023-09-26" @default.
- W2078400969 title "The strength of reinforced concrete beams in shear" @default.
- W2078400969 doi "https://doi.org/10.1680/macr.1959.1.1.3" @default.
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