fischer ETICS-Fixings EWI catalogue Page 24
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LOADS termoz CS 8 3) Highest permissible loads for a single anchor1) 4) for multiple use for non-structural applications. For the design the complete assessment ETA-14/0372 has to be considered. Type Brick raw density min. compressive min. min. brick strength embedment depth member thickness fb hnom hmin [kg/dm³] [N/mm²] [mm] [mm] permissible tensile load 3) Nperm Concrete and masonry min. min. spacing 2) edge distance 2) smin cmin [kN] [mm] [mm] 0,40 0,50 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Concrete CS 8 C12/15 - C45/55 C50/60 356) 100 Screw fixings termoz CS 8 Weather shell 0,40 C20/25 - C45/55 42 356) 5) C50/60 0,50 Solid Clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, Mz 100 0,50 CS 8 ≥ 1,8 20 356) Calcium silicate solid bricks, e.g. acc. to DIN V 106:2005-10, EN 771-2:2011, KS 0,50 20 100 CS 8 ≥ 1,8 356) 12 0,30 Solid lightweight concrete block, e.g. acc. to DIN V 18152-100:2005-10 EN 771-3:2011 Vbl 100 0,17 CS 8 ≥ 1,4 8 356) Solid concrete block, e.g. acc. to DIN V 18152-100:2005-10 EN 771-3:2011, Vbn 0,40 20 100 CS 8 ≥ 2,0 356) 12 0,25 Vertically perforated clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, HLz 0,20 ≥ 1,0 12 100 CS 8 357) 8) ≥ 1,6 48 0,50 Hollow calcium silicate brick, acc. to DIN V 106:2005-10, EN 771-2:2011, KSL 0,30 20 100 CS 8 ≥ 1,4 357) 8) 12 0,17 Hollow brick light-weight concrete, e.g. acc. to DIN V 18153-100: 2005-10, EN 771-3:2011 Hbl 100 0,17 CS 8 ≥ 0,9 4 356) 8) Hollow brick concrete, e.g. acc. to DIN V 18153-100: 2005-10, EN 771-3:2011 Hbn 0,40 10 8 0,30 6) 8) 100 CS 8 ≥ 1,2 35 6 0,25 4 0,17 Lightweight Aggregate Concrete acc. to DIN EN 1520, LAC 100 0,25 CS 8 ≥ 0,9 6 356) Autoclaved aerated concrete blocks, e.g. AAC acc. to DIN V 4165-100:2005-10, EN 771-4 0,10 4 357) 100 CS 8 ≥ 0,5 0,20 4 557) CS 8 1) 2) 3) 4) The partial safety factors for material resistance as regulated in the assessment as well as a partial safety factor for load actions of F = 1,5 are considered. Minimum possible axial spacings resp. edge distances acc. Assessment. Plastic anchor for fixing of external thermal insulation composite systems with rendering acc. ETAG 014. Only tensile wind loads are permitted. The given loads are valid for installation and use of fixations in dry masonry for temperatures in the substrate up to +24 °C (resp. short term up to 40 °C). 5) 6) 7) 8) 3 Embedment depth permitted up to 45 mm. Hammer drilling Rotary drilling In masonry of the building material class C an embedment depth of hnom = 25 mm is possible with the same loads than with 35 mm embedment depth. 21
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