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By J.J.C. McFarland, J.C. Taylor

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Extra resources for Technical Report: Comparison of National Application Documents for Eurocode 3: Part 1.1 and Eurocode 4: Part 1.1

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16 shall be replaced by BKR 94, 2:21. 3. 4 Durability I After paragraph 2 of EC3, insert the following paragraph 3: (3) Precise precautions must be taken to avoid the effects of corrosion. 1 Minimum thicknesses in Part Two of Ministerial Decree 14 Feb 1992. Normally at least 50 years’ service life is presupposed for buildings. For overhead travelling cranes, however, normally 20 years’ service life applies. The ‘service life’ concept is defined in BKR 94, 2:13. 5 Fire resistance CZ Calculations of fire resistance should follow ENV 1993–1–2 draft.

4 Durability I After paragraph 2 of EC3, insert the following paragraph 3: (3) Precise precautions must be taken to avoid the effects of corrosion. 1 Minimum thicknesses in Part Two of Ministerial Decree 14 Feb 1992. Normally at least 50 years’ service life is presupposed for buildings. For overhead travelling cranes, however, normally 20 years’ service life applies. The ‘service life’ concept is defined in BKR 94, 2:13. 5 Fire resistance CZ Calculations of fire resistance should follow ENV 1993–1–2 draft.

2. (3) ENV 1993–1–3 Eurocode 3: Part 1–3 is in preparation. 2 are sufficient to prevent the risks of fatigue. 3 of NEN 6770: 1991. 2 Calculation of internal forces and moments B Global analysis consists, by definition, of the determination of the effects of actions, or internal forces and moments, in a framework subject to the specified loads. 2 deals particularly with plane frames loaded in plane. Although not explicitly stated, the more detailed considerations that it contains more often apply to rectangular frames with prismatic members, having constant cross section throughout their length.

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