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

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

Language

English

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

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
Změněno: 17/2/2017 14:50, Hana Dlouhá

Abstract

ORIG CZ

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