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Analysis of slabs supported along all edges
Application of method of determining loads causing collapse of steel frames to concrete slabs by supplementing this method with additional information on two principal bending moments; case is considered in which reinforcement is not symmetrically disposed about mid-plane of slab, so that positive and negative yield-moments differ; analysis of collapse of slabs subjected to central and to eccentric concentrated loads, and also of collapse of square slab under uniformly distributed load.
Analysis of slabs supported along all edges
Application of method of determining loads causing collapse of steel frames to concrete slabs by supplementing this method with additional information on two principal bending moments; case is considered in which reinforcement is not symmetrically disposed about mid-plane of slab, so that positive and negative yield-moments differ; analysis of collapse of slabs subjected to central and to eccentric concentrated loads, and also of collapse of square slab under uniformly distributed load.
Analysis of slabs supported along all edges
Concrete Constr Eng
Mansfield, E.H. (author)
1960
8 pages
Article (Journal)
English
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