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|Title: ||Determination of Fixing Loads for Plastic Anchors Subject to Structure and Voidage of Masonry Units|
|Authors: ||Sinica, Marijonas|
Sezeman, Georgij Arsenij
|Keywords: ||plastic anchor|
precautionary strength factor
|Issue Date: ||2010|
|Publisher: ||Vilniaus Gedimino technikos universitetas|
|Citation: ||Sinica, M.; Sezeman, G. A.; Mikulskis, D.; Kligys, M. 2010. Determination of fixing loads for plastic anchors subject to structure and voidage of masonry units, in The 10th International Conference “Modern Building Materials, Structures and Techniques”: Selected papers, Vol. 1. Ed. by P. Vainiūnas, E. K. Zavadskas, May 19–21, 2010, Lithuania. Vilnius: Technika, 536–543.|
|Abstract: ||One of the most important indices of masonry walls is their capability to carry the loads arising from various building elements, constructions, heating equipment, household things etc. fixed to outer or inner surfaces of walls. These loads should be also carried by plastic anchors used for this purpose.
This article deals with the investigations on determination of loads arising during pulling of plastic anchors from ceramic and silicate masonry units made in Lithuania, considering their macrostructure, voidage, thickness of partitions inter voids etc.|
|Appears in Collections:||Konferencijų straipsniai|
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