oa Civil Engineering = Siviele Ingenieurswese - Analysis and testing of reinforced concrete cantilever slabs subjected to point loading

Volume 24, Issue 6
  • ISSN : 1021-2000



It is disturbing to notice that large differences can occur when designing reinforced concrete cantilever slabs for strength by elastic methods or, alternatively, by ultimate approaches such as the yield-line analysis. The results are therefore reported of a comparison between elastic analysis, yield-line analysis and laboratory tests for reinforced concrete cantilever slabs subjected to point loading. In essence, the theoretical study embraces a number of different reinforcement arrangements in a slab of infinite length and finite span.

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