In this study, the effects of thickness of steel decking on the load carrying capacity at service deflection limit was investigated: The test results were evaluated using EC3 and ASCE standards.
📌 3 Key Takeaways
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Objective & Hypothesis:The part of the results related to the serviceability limit states of composite slab tests on full-scale one-way single-span and the connection between the concrete and the steel decking is obtained by a reinforcing lattice welded on the steel decking are presented.
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Key Findings & Data:The part of the results related to the serviceability limit states of composite slab tests on full-scale one-way single-span and the connection between the concrete and the steel decking is obtained by a reinforcing lattice welded on the steel decking are presented.
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Conclusion & Impact:In this study, the effects of thickness of steel decking on the load carrying capacity at service deflection limit was investigated: The test results were evaluated using EC3 and ASCE standards.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters
Abstract
The part of the results related to the serviceability limit states of composite slab tests on full-scale one-way single-span and the connection between the concrete and the steel decking is obtained by a reinforcing lattice welded on the steel decking are presented. In this study, the effects of thickness of steel decking on the load carrying capacity at service deflection limit was investigated: The test results were evaluated using EC3 and ASCE standards.
Özet
Bu çalışmada, çelik saç ve beton arasında kayma elemanı olarak hasır çelik kullanılarak aderansın sağlandığı kompozit döşeme plakları üzerinde yapılmış deneylerin kullanma sınır durumları ile ilgili sonuçlan sunulmuştur. Çelik saç kalınlığının kullanma sınır durumunda yük taşıma kapasitesine etkileri incelenmiştir. Sonuçlar, konuyla ilgili EC4 ve ASCE standartları ile karşılaştırılmış ve değer¬lendirilmiştir.
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Cite This Article
YORGUN, C. (1996). Çelik saç-beton kompozit plakların sehim sınırları. Technical University of Istanbul Bulletin, Cilt: 49 - Sayı: 1, 99–106. https://ajindex.com/articles/359480