D
2016
Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
MUSÍLEK, Josef and Luboš PODOLKA
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
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
Type of outcome
Stať ve sborníku
Field of Study
20101 Civil engineering
Country of publisher
Czech Republic
Confidentiality degree
není předmětem státního či obchodního tajemství
Publication form
electronic version available online
RIV identification code
RIV/75081431:_____/16:00000937
Organization unit
Institute of Technology and Business in České Budějovice
Keywords (in Czech)
dřevěné konstrukce; ocel; šroubový spoj; nestejné smykové zatížení
Keywords in English
timber structures; steel; bolt connections; unequal double shear
V originále
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.
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.
Displayed: 17/11/2024 08:38