MUSÍLEK, Josef and Luboš PODOLKA. Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members. In I. Juhásová Šenitková, T. Vondráčková, M. Kraus, J. Plachý. MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016). České Budějovice: Vysoká škola technická a ekonomická v Českých Budějovicích. p. 61-65. ISBN 978-80-7468-109-7. 2016.
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Basic information
Original name Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
Name in Czech Výpočet spolehlivosti dvoustřižného nestejně zatíženého svorníku s bočními silnými plechy
Authors MUSÍLEK, Josef (203 Czech Republic, belonging to the institution) and Luboš PODOLKA (203 Czech Republic, belonging to the institution).
Edition České Budějovice, MATEC Web of Conferences 93 (2017): 8th International Scientific Conference Building Defects (Building Defects 2016), p. 61-65, 5 pp. 2016.
Publisher Vysoká škola technická a ekonomická v Českých Budějovicích
Other information
Original language English
Type of outcome Proceedings paper
Field of Study 20101 Civil engineering
Country of publisher Czech Republic
Confidentiality degree is not subject to a state or trade secret
Publication form electronic version available online
RIV identification code RIV/75081431:_____/16:00000937
Organization unit Institute of Technology and Business in České Budějovice
ISBN 978-80-7468-109-7
Keywords (in Czech) dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
Keywords in English timber structures; steel; bolt connections; unequal double shear
Tags KSTR4, RIV16, SCOPUS
Changed by Changed by: Hana Dlouhá, učo 19800. Changed: 17/2/2017 14:50.
Abstract
The paper shows the calculation and reliability assessment of bolted connections subjected to unequal double shear with thick plates as outer members and inner timber member. This situation can occur very often during the designing of the timber structure bolt connection. Bolted connections subjected to unequal double shear are not described in present European standards where there is described only calculation and reliability of timber structure bolt connection subjected to double equal shears. So structure engineers have no rules which help them during a designing process when they are confronted with this case. The concrete example for the case of unequal shears is calculated and explained.
Abstract (in Czech)
Článek pojednává o výpočtu spolehlivosti dvoustřižného svorníkového spoje nestejně zatíženého, s krajními silnými plechy na krakích. V článku je prezentován konkrétní příklad výpočtu nestejně zatíženého přípoje.
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