Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members

Show other versions (1)

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 subjecte...

Full description

Bibliographic Details
Main Authors: Musilek Josef, Podolka Luboš
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2017/07/matecconf_bd2017_01005.pdf
id doaj-c30e64a51695428aad44b942ae0cfc52
record_format Article
spelling doaj-c30e64a51695428aad44b942ae0cfc522021-08-12T14:13:12ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-01930100510.1051/matecconf/20179301005matecconf_bd2017_01005Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer membersMusilek Josef0Podolka Luboš1Institute of Technology and Business in České Budějovice, Department of Civil EngineeringInstitute of Technology and Business in České Budějovice, Department of Civil EngineeringThe 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.https://www.matec-conferences.org/articles/matecconf/pdf/2017/07/matecconf_bd2017_01005.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Musilek Josef
Podolka Luboš
spellingShingle Musilek Josef
Podolka Luboš
Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
MATEC Web of Conferences
author_facet Musilek Josef
Podolka Luboš
author_sort Musilek Josef
title Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
title_short Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
title_full Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
title_fullStr Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
title_full_unstemmed Calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
title_sort calculation and reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description 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.
url https://www.matec-conferences.org/articles/matecconf/pdf/2017/07/matecconf_bd2017_01005.pdf
work_keys_str_mv AT musilekjosef calculationandreliabilityoftimberstructureboltconnectionsubjectedtodoubleunequalshearswiththickplatesasoutermembers
AT podolkalubos calculationandreliabilityoftimberstructureboltconnectionsubjectedtodoubleunequalshearswiththickplatesasoutermembers
_version_ 1721209467667742720

Similar Items