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Analysis of castellated beams according to Eurocode 3

Višnja Tkalčević
Ivica Džeba
Boris Androić

Puni tekst: hrvatski, pdf (231 KB) str. 709-716 preuzimanja: 1.360* citiraj
APA 6th Edition
Tkalčević, V., Džeba, I. i Androić, B. (2006). Proračun saćastih nosača prema Eurokodu 3. Građevinar, 58 (09.), 709-716. Preuzeto s https://hrcak.srce.hr/6909
MLA 8th Edition
Tkalčević, Višnja, et al. "Proračun saćastih nosača prema Eurokodu 3." Građevinar, vol. 58, br. 09., 2006, str. 709-716. https://hrcak.srce.hr/6909. Citirano 25.11.2020.
Chicago 17th Edition
Tkalčević, Višnja, Ivica Džeba i Boris Androić. "Proračun saćastih nosača prema Eurokodu 3." Građevinar 58, br. 09. (2006): 709-716. https://hrcak.srce.hr/6909
Harvard
Tkalčević, V., Džeba, I., i Androić, B. (2006). 'Proračun saćastih nosača prema Eurokodu 3', Građevinar, 58(09.), str. 709-716. Preuzeto s: https://hrcak.srce.hr/6909 (Datum pristupa: 25.11.2020.)
Vancouver
Tkalčević V, Džeba I, Androić B. Proračun saćastih nosača prema Eurokodu 3. Građevinar [Internet]. 2006 [pristupljeno 25.11.2020.];58(09.):709-716. Dostupno na: https://hrcak.srce.hr/6909
IEEE
V. Tkalčević, I. Džeba i B. Androić, "Proračun saćastih nosača prema Eurokodu 3", Građevinar, vol.58, br. 09., str. 709-716, 2006. [Online]. Dostupno na: https://hrcak.srce.hr/6909. [Citirano: 25.11.2020.]

Sažetak
The use of castellated beams instead of solid web beams for large spans is considered. Some recent studies are presented, and conditions under which such structural elements can prove defective are proposed. The analysis of such beams according to Eurocode 3 is presented in the paper, and the results obtained are compared with the DIN standard, which is used in our country. Taking note of appropriate parametric analyses, the authors point to the area in which castellated beams can be economical, because of their relative slenderness and span sizes.

Ključne riječi
castellated beam; analysis; Eurocode 3; bending resistance; design; DIN standard

Hrčak ID: 6909

URI
https://hrcak.srce.hr/6909

[hrvatski]

Posjeta: 2.702 *