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CL 01 4 50 10 30 11 8 Re v 0 1 96 Stat e 25 0 3 20 25 Würth Ireland Ltd Performance data Masonry 4 temperature range 30 °C 2 50 °C 3 For other types of stone raw densities minimum compressive strengths edge distances spacings or temperature ranges please refer to the assessment ETA-22 0877 Stone type Stone format [mm] Raw density class [kg dm3] Minimum compressive strength [Nmm2] Fadm [kN] 1 5 for individual anchors or an anchor group SHARK TWIST 10 SHARK TWIST 12 SHARK TWIST 14 Effective anchorage depth h nom [mm] 55 65 75 Masonry brick Mz EN 771-1 2011+A1 2015 ≥NF ≥240x115x71 ≥ 1 8 10 0 34 0 42 0 42 12 5 0 42 0 57 0 57 15 0 57 0 71 0 71 20 0 71 1 00 1 00 25 0 85 1 28 1 28 35 1 28 1 57 1 57 45 1 71 1 85 2 00 54 8 1 85 2 00 2 14 Vertically perforated brick HLz EN 771-1 2011+A1 2015 ≥2DF ≥240x115x113 ≥1 2 10 0 21 0 42 0 57 12 5 0 25 0 57 0 71 15 0 34 0 57 0 71 20 0 42 0 71 0 71 24 1 0 57 0 71 0 71 Solid calcium silicate block KS EN 771-2 2011+A1 2015 ≥NF ≥240x115x71 ≥ 1 8 10 0 34 0 42 0 42 12 5 0 42 0 57 0 57 15 0 57 0 71 0 71 20 0 71 1 00 0 85 25 1 00 1 28 1 14 35 1 42 1 57 1 57 45 1 71 1 85 2 00 49 4 1 71 1 85 2 00 Solid calcium silicate block KS EN 771-2 2011+A1 2015 ≥4DF ≥248x175x248 ≥ 1 8 10 0 85 1 00 1 00 12 5 1 00 1 14 1 14 15 1 14 1 14 1 28 20 1 28 1 42 1 42 23 4 1 28 1 42 1 42 Hollow calcium silicate block KS L EN 771-2 2011+A1 2015 ≥2DF ≥240x115x113 ≥ 1 8 10 0 42 0 71 0 71 12 5 0 57 0 71 0 71 15 0 57 0 71 0 71 18 8 0 71 0 71 0 71 Hollow calcium silicate block KS L EN 771-2 2011+A1 2015 ≥8DF ≥248x240x238 ≥ 1 8 7 5 - 0 57 0 71 10 - 0 71 0 71 Solid blocks made of lightweight concrete Vand Vbl EN 771-3 2011+A1 2015 ≥NF ≥240x115x71 ≥1 2 2 5 0 21 0 34 0 42 5 0 42 0 57 0 57 7 3 0 57 0 71 0 71 Solid blocks made of lightweight concrete Vand Vbl EN 771-3 2011+A1 2015 ≥NF ≥240x115x71 ≥2 0 12 5 0 85 1 14 - 15 1 00 1 42 - 20 1 28 1 85 - 25 1 71 2 00 - 29 1 85 2 00 - 1 The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of F 1 4 have been taken into account For the combination of tensile and shear loads please note EAD 330284-00-0604 2 Maximum longterm temperature 3 Maximum shortterm temperature 4 For other types of stone raw densities minimum compressive strengths or temperature ranges please refer to the >>assessment ETA-22 0877 5 The stone geometry should be compared with the assessment ETA-22 0877