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- W2163082247 abstract "This paper is concerned with the determination of effective widths of the flanges of prestressed single T-beams. There does not appear to exist any authoritative opinion on the effect of prestressing on shear lag when dealing with a monolithically constructed T-beam. Existing results can probably deal with the case when an already prestressed rib interacts with a concrete slab through embedded dowels connecting the two. Results show that effective width values for the prestressed T-section under live load are slightly different from those for the unprestressed section. It is thought that the differences are such that a single table of effective widths could still be applied in both cases. Detailed results are presented. These results have been calculated for a uniformly distributed load and for point loading." @default.
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- W2163082247 date "1981-04-01" @default.
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- W2163082247 title "Effective widths in prestressed single t-beams" @default.
- W2163082247 cites W2068055418 @default.
- W2163082247 doi "https://doi.org/10.1243/03093247v162079" @default.
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