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NOTE Values in bold differ from the "boxed" values in Tables G1 and G2 of ENV 1991-3:1995. The term "boxed" is specified in the foreword to ENV 1991-3:1995.

1 If the self-weight based on final design, a value of 1.2 may be taken for steel bridges, subject to agreement with the relevant authority.

NOTE Values in bold differ from the "boxed" values in Tables G1 and G2 of ENV 1991-3:1995. The term "boxed" is specified in the foreword to ENV 1991-3:1995.

1 If the self-weight based on final design, a value of 1.2 may be taken for steel bridges, subject to agreement with the relevant authority.

Table G.1/2(b) — Numerical values for g and c factors for accidental situations

Actions

Accidental situation

1) Permanent actions

Global stability

Resistance

Direct actions

Self-weight, soil

Fav.

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