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Application of membrane effects, both compressive and tensile, to reinforced concrete slab design is dealt with; development of recommendations is presented and comparison made of load factors against collapse for flat slabs and two-way spanning slabs; load factors for beam-slab structures as determined by yield-line theory assuming various zero-edge strip moments; results of tests on number of square slabs simply supported along edges.
Application of membrane effects, both compressive and tensile, to reinforced concrete slab design is dealt with; development of recommendations is presented and comparison made of load factors against collapse for flat slabs and two-way spanning slabs; load factors for beam-slab structures as determined by yield-line theory assuming various zero-edge strip moments; results of tests on number of square slabs simply supported along edges.
Appraisal of reinforced concrete slab design
Consulting Engr (Lond)
Taylor, R. (author)
1968
3 pages
Article (Journal)
English
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