A survey of cellular concrete facades of residential buildings in the Slovak Republic, executed between 2010 and 2011, showed extensive cracks. These can be a problem for safe anchoring of ETICS to the existing facade. Crack is a discontinuity in the mass, the pull-out tests results show that near the crack can be regarded as a weak area with a lower load capacity of anchors. This paper informs about the tests results in situ and the preliminary results of laboratory tests.
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