MATEC Web Conf.
Volume 93, 20178th International Scientific Conference Building Defects (Building Defects 2016)
|Number of page(s)||5|
|Section||Mechanical and Materials Engineering|
|Published online||22 December 2016|
Calculation and 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
* Corresponding author: firstname.lastname@example.org
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.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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