D
2015
Load-carrying capacity of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
KUBEČKA, Karel and Josef MUSÍLEK
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
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
Marked to be transferred to RIV
No
Organization unit
Institute of Technology and Business in České Budějovice
Keywords (in Czech)
timber structures; steel; bolt connections; unequal double shear
Keywords in English
dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
In the original language
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.
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
Displayed: 14/2/2026 05:30