Steel Buildings in Europe

Part 7: Model Construction Specification 7 - 20 b) Functional tolerances in terms of accepted geometrical deviations shall be in accordance with one of the following two options: - The tabulated values described in § 11.3.2 and Annex D.2 of EN 1090-2 - The alternative criteria defined in § 11.3.3 of EN 1090-2. If no option is specified the tabulated values shall apply. Tolerances on products are defined in the standards: - EN 10034 for structural steel I and H sections, - EN 10056-2 for angles, - EN 10210-2 for hot-finished structural hollow sections, - EN 10219-2 for cold formed hollow sections.