Rationalization of simplified methods of analyzing cantilever slabs
作者:
Leslie G. Jaeger,
Baidar Bakht,
期刊:
Canadian Journal of Civil Engineering
(NRC Available online 1990)
卷期:
Volume 17,
issue 5
页码: 865-867
ISSN:0315-1468
年代: 1990
DOI:10.1139/l90-097
出版商: NRC Research Press
数据来源: NRC
摘要:
Earlier simplified methods of analyzing elastic cantilever slabs subjected to concentrated loads involve the use of a cosh function along with graphical charts of a coefficient. It is shown that in the simplified methods, the cosh function, which was derived empirically, may be an approximation of a simple algebraic function. An example is presented to compare the results of rigorous analysis with those obtained by simplified methods incorporating the cosh and algebraic functions, respectively.Key words: cantilever slab, concentrated load, cosh function, deck slab overhang, simplified method.
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