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Tests of two-way reinforced concrete floor slab
Construction and testing of nine-panel two-way reinforced concrete floor slab are described; panels were 5 ft sq; stresses, strains, deflections, and cracking observed during tests are described; bending moments derived from measured strains are presented and are shown to be substantially different from design moments at many design sections; slab design load was 145 psf and failure load with all panels loaded was 537 psf; this compared favorably with 529 psf predicted for same failure mechanism by means of yield-line analysis methods. (34710)
Tests of two-way reinforced concrete floor slab
Construction and testing of nine-panel two-way reinforced concrete floor slab are described; panels were 5 ft sq; stresses, strains, deflections, and cracking observed during tests are described; bending moments derived from measured strains are presented and are shown to be substantially different from design moments at many design sections; slab design load was 145 psf and failure load with all panels loaded was 537 psf; this compared favorably with 529 psf predicted for same failure mechanism by means of yield-line analysis methods. (34710)
Tests of two-way reinforced concrete floor slab
ASCE J Struct Div
Gamble, W.L. (author) / Sozen, M.A. (author) / Siess, C.P. (author)
1969
24 pages
Article (Journal)
English
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REINFORCED CONCRETE SLAB, ESPECIALLY A FLOOR SLAB AND A FLOOR SYSTEM
| European Patent Office | 2017