| Issue |
MATEC Web Conf.
Volume 93, 2017
8th International Scientific Conference Building Defects (Building Defects 2016)
|
|
|---|---|---|
| Article Number | 01003 | |
| Number of page(s) | 5 | |
| Section | Mechanical and Materials Engineering | |
| DOI | https://doi.org/10.1051/matecconf/20179301003 | |
| Published online | 22 December 2016 | |
Reliability of timber structure bolt connection subjected to double unequal shears with thick plates as outer members
Institute of Technology and Business in České Budějovice, Department of Civil Engineering, Okružní 517/10, 370 01 České Budějovice, Czech Republic
a Corresponding author: musilek@mail.vstecb.cz
For reliability check of timber structure bolt connections subjected to double shear with thick plates as outer members and inner timber member is nowadays possible to use equations which were derived by Johansen and which are also used in Eurocode standards. These equations assume that the loads are the same on both sides. But it may often be a case when the loads are not the same. The paper deals with reliability in ultimate limit state of timber structure bolted connections subjected to unequal double shear with thick plates as outer members and inner timber member. There are derived equations for calculation of the reliability of this connection type in the ultimate limit state.
© The Authors, published by EDP Sciences, 2017
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