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Proračun konstrukcija velikih raspona od lepljenog lameliranog drveta prema graničnim stanjima

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Authors
Stojić, Dragoslav
Stevanović, Boško
Kočetov, Tatjana
Cvetković, Radovan
Article (Published version)
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Abstract
Introductory part of this paper shows a brief review of design concept of timber structures, according to Ultimate Limit States and Serviceability Limit States, specially in accordance with Eurocode 5 draft (Design timber structures, part 1.1 "General rules and rules for buildings). In what follows, design of some structural elements according to our standards in use established on allowable stress design concept and to EC 5, is illustrated by numerical examples which in the best way show differences between these two concepts.
U uvodnom delu ovog rada dat je kratki prikaz koncepta proračuna drvenih konstrukcija prema graničnim stanjima nosivosti i graničnim stanjima upotrebljivosti i to prema nacrtu evropskih propisa, tj. prema Evrokodu 5 (Proračun drvenih konstrukcija, deo 1.1: Opsta pravila i pravila za proračun zgrada). U nastavku, preko prikazanog brojnog primera, dat je konkretan proračun određenih konstrukcijskih elemenata prema Evrokodu 5 i prema našoj važećoj regulativi, odnosno konceptu proračuna na osnovu dopuštenih napona materijala, sto na najbolji način ilustruje razlike između jednog i drugog koncepta.
Keywords:
Eurocode 5 / Timber Structures / Design / Evrokod 5 / drvene konstrukcije / proračun
Source:
Nauka + Praksa, 2003, 6, 24-29
Publisher:
  • Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš

ISSN: 1451-8341

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/41
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  • Катедра за материјале и конструкције
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