Bouwbesluit Online 2012

NEN-EN 1993-1-6:2007+A1:2017+NB:2011 en

Eurocode 3 - Ontwerp en berekening van staalconstructies

Deel 1-6: Algemene regels - Sterkte en Stabiliteit van Schaalconstructies

Publicatiedatum: 01 maart 2007

Publicatiedatum A1: 01-05-2017

Inclusief NEN-EN 1993-1-6:2007/C1:2009 en

Inclusief NEN-EN 1993-1-6:2007/A1:2017 en

Inclusief NEN-EN 1993-1-6:2007/NB:2011 en

Let op: De tekst van de Nationale Bijlage is in herkenbaar oranje geïntegreerd in de tekst van de Eurocode.

EN 1993-1-6 gives basic design rules for plated steel structures that have the form of a shell of revolution. This Standard is intended for use in conjunction with EN 1993-1-1, EN 1993-1-3, EN 1993-1-4, EN 1993-1-9 and the relevant application parts of EN 1993, which include: Part 3.1 for towers and masts; Part 3.2 for chimneys; Part 4.1 for silos; Part 4.2 for tanks; Part 4.3 for pipelines. This Standard defines the characteristic and design values of the resistance of the structure. This Standard is concerned with the requirements for design against the ultimate limit states of: plastic limit; cyclic plasticity; buckling; fatigue. Overall equilibrium of the structure (sliding, uplifting, overturning) is not included in this Standard, but is treated in EN 1993-1-1. Special considerations for specific applications are included in the relevant application parts of EN 1993. The provisions in this Standard apply to axisymmetric shells and associated circular or annular plates and to beam section rings and stringer stiffeners where they form part of the complete structure. General procedures for computer calculations of all shell forms are covered. Detailed expressions for the hand calculation of unstiffened cylinders and cones are given in the Annexes. Cylindrical and conical panels are not explicitly covered by this Standard. However, the provisions can be applicable if the appropriate boundary conditions are duly taken into account. This Standard is intended for application to steel shell structures. Where no standard exists for shell structures made of other metals, the provisions of this standards may be applied provided that the appropriate material properties are duly taken into account. The provisions of this Standard are intended to be applied within the temperature range defined in the relevant EN 1993 application parts. The maximum temperature is restricted so that the influence of creep can be neglected if high temperature creep effects are not covered by the relevant application part. The provisions in

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