Calculation and Reliability Assessment of Timber Structure Bolt Connection Subjected to Double Unequal Shears

Josef Musílek; Karel Kubečka

doi:10.4028/www.scientific.net/AMM.752-753.648

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 752-753Calculation and Reliability Assessment of Timber...

Calculation and Reliability Assessment of Timber Structure Bolt Connection Subjected to Double Unequal Shears

Abstract:

The paper shows the calculation and reliability assessment of bolted connections subjected to unequal double shear with thin plates as outer members and inner timber member. The concrete example is calculated and explained.

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Periodical:

Applied Mechanics and Materials (Volumes 752-753)

Pages:

648-651

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.752-753.648

Citation:

Cite this paper

Online since:

April 2015

Authors:

Josef Musílek*, Karel Kubečka

Keywords:

Bolt Connections, Calculation, Reliability Assessment, Steel, Timber Structures, Unequal Double Shear

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References

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DOI: 10.4028/www.scientific.net/amm.752-753.711

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