KUBEČKA, Karel and Josef MUSÍLEK. Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. Online. In Stefano Bertocci, Paola Puma. Contemporary problems of Architecture and Construction. Neapol: Universita degli studi, 2015, p. 59-62. ISSN 2464-9678.
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Basic information
Original name Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
Name in Czech Únosnost dvoustřižného nestejně zatíženého svorníku s bočními silnými plechy
Authors KUBEČKA, Karel and Josef MUSÍLEK.
Edition Neapol, Contemporary problems of Architecture and Construction, p. 59-62, 4 pp. 2015.
Publisher Universita degli studi
Other information
Type of outcome Proceedings paper
Field of Study 20101 Civil engineering
Confidentiality degree is not subject to a state or trade secret
Publication form electronic version available online
Organization unit Institute of Technology and Business in České Budějovice
ISSN 2464-9678
Keywords (in Czech) timber structures; steel; bolt connections; unequal double shear
Keywords in English dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
Tags KSTR4
Changed by Changed by: Hana Dlouhá, učo 19800. Changed: 4/1/2017 14:03.
Abstract
The paper deals with load-carrying capacity of bolted connections subjected to unequal double shears with thick plates as outer members and inner timber member. There are derived equations which describe the load-carrying capacity of this connection type in the ultimate limit state.
Abstract (in Czech)
Článek pojednává o únosnosti dvoustřižného svorníkového spoje nestejně zatíženého, s krajními silnými plechy na krakích. V článku jsou odvozeny rovnice, které popisují únosnost tohoto typu přípoje v mezním stavu únosnosti
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