Analysis of Two-Way Acting Composite
An ultimate strength analysis procedure was formulated for five full-scale, two-way slabs tested to failure. The concrete slabs were reinforced with composite corrugated cold-formed steel decking. Three slabs contained supplementary reinforcing in the form of welded wire fabric. Nominal out-toout pl...
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Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1985-01, Vol.111 (1), p.1-18 |
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Sprache: | eng |
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