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Moments in Flat Slabs
The results of a study of moments in a cast-aluminum model of a flat-slab floor are summarized. All panels that were used in the study were square. The columns and capitals were round, and there were no drop panels. The model was two bays by three bays and was tested under air pressure with a pattern-type loading.
Moments obtained from SR-4 strain-gage readings are compared with those that were obtained by a continuous-frame analysis following the American Concrete Institute code.
Moments in Flat Slabs
The results of a study of moments in a cast-aluminum model of a flat-slab floor are summarized. All panels that were used in the study were square. The columns and capitals were round, and there were no drop panels. The model was two bays by three bays and was tested under air pressure with a pattern-type loading.
Moments obtained from SR-4 strain-gage readings are compared with those that were obtained by a continuous-frame analysis following the American Concrete Institute code.
Moments in Flat Slabs
Huggins, Mark W. (author) / Lin, Watone L. (author)
Transactions of the American Society of Civil Engineers ; 123 ; 824-841
2021-01-01
181958-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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