fischer ETICS-Fixings EWI catalogue Page 30
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LOADS termoz SV II ecotwist 3) Highest permissible loads for a single anchor 1) 4) for multiple use for non-structural applications. For the design the complete approval ETA-12/0208 has to be considered. Brick raw density min. compressive brick strength fb [kg/dm³] [N/mm²] Concrete and masonry min. min. spacing 2) edge distance 2) smin cmin min. embedment depth hef Min. member thickness hmin permissible tensile load 3) Nperm [mm] [mm] [kN] [mm] [mm] 35 6) 100 100 100 0,50 0,50 0,50 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Concrete acc. EN 206:2013 SV II ecotwist ≥ C12/15 ≥ C16/20 C50/60 Weather shell, concrete 40 0,30 SV II ecotwist ≥ C20/25 35 6) Calcium silicate solid bricks, e.g. acc. to DIN V 106:2005-10, EN 771-2:2011, KS 100 0,40 ≥2 12 35 5) 6) SV II ecotwist 100 0,50 ≥2 20 35 5) 6) Solid Clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, Mz 100 0,40 SV II ecotwist ≥ 1,8 12 35 5) 6) Solid concrete block, e.g. acc. to DIN V 18152-100:2005-10 EN 771-3:2011, Vbn 100 0,40 ≥2 12 35 5) 6) SV II ecotwist 100 0,50 ≥2 20 35 5) 6) Hollow calcium silicate brick, acc. to DIN V 106:2005-10, EN 771-2:2011, KSL 100 0,25 ≥ 1,4 12 35 5) 6) SV II ecotwist 100 0,40 ≥ 1,4 20 35 5) 6) Vertically perforated clay bricks e.g. acc. to DIN 105-100:2012-01, EN 771-1:2011, HLz 100 0,25 SV II ecotwist ≥ 1,0 12 35 5) 7) Solid lightweight concrete block, e.g. acc. to DIN V 18152-100:2005-10 EN 771-3:2011 Vbl 100 0,20 SV II ecotwist ≥ 1,4 8 35 5) 6) Hollow brick light-weight concrete, e.g. acc. to DIN V 18153-100: 2005-10, EN 771-3:2011 Hbl 100 0,30 ≥ 1,2 8 35 5) 6) SV II ecotwist 100 0,40 ≥ 1,2 10 35 5) 6) Lightweight Aggregate Concrete acc. to DIN EN 1520, LAC 100 0,25 SV II ecotwist ≥ 0,9 6 35 6) Autoclaved aerated concrete blocks, e.g. AAC acc. to DIN V 4165-100:2005-10, EN 771-4 100 0,13 SV II ecotwist ≥ 0,5 4 35 7) 1) 2) 3) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of F = 1,5 are considered. Minimum possible axial spacings resp. edge distances acc. approval. Plastic anchor for fixing of external thermal insulation composite systems with rendering acc. ETAG 014. Only tensile wind loads are permitted. 4) 5) 6) 7) Screw fixings termoz SV II ecotwist 3 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). Restrictions concerning the manufacturer and the permissible hole patterns as well as the web thickness see approval. Hammer drilling Rotary drilling 27
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