fischer Rögzítőrendszerek főkatalógusa Page 183
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Weather facing reconstruction system FWS II · Chemical fixings Loads Weather facing reconstruction system FWS II Permissible shear loads¹) ²) for a single anchor in a load-bearing skin made of concrete ≥ C12/15. For the design the complete approval Z-21.8-2029 has to be considered. Cracked and non-cracked concrete Effective anchorage depth in the load-bearing skin Thickness of load-bearing layer Thickness of thermal insulation³) Thickness ofouter leaf Permissible bending moment Permissible shear load4) Mindestrandabstand5) hef ≥ hT ≥ hD ≤ hw ≥ Mzul Vzul cmin (c W , c T) Type [mm] [mm] [mm] [mm] [Nm] [kN] [mm] FWS II - A 180 70 80 70 40 1310 11.5 150 FWS II - A 205 70 80 95 40 1310 9.5 150 FWS II - A 230 70 80 120 40 1310 8.1 150 3 ¹) Required safety factors are considered. The given loads are valid under the pre-condition that an additional thermal insulation will be applied on the weather facing. ²) The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate up to +50 °C (resp. short term up to 80 °C) and drillhole cleaning according to approval. ³) For bigger insulation thicknesses special lengths are possible. 4) The determination of the permissible shear load for special lengths is done according Annex 3 and 4 of the approval. 5) For exact arrangement of the bolts as well as for eventually needed additional proofs see approval. 183
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