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Simplified load arrangements for structural analysis

Eurocode 2 part 1-1: Design of concrete structures   5.1.3 (1)P

Recommendation

The following simplified load arrangements are recommended for buildings:

  (a) alternate spans carrying the design variable and permanent load (γQQk + γGGk + Pm), other spans carrying only the design permanent load γGGk + Pm and

  (b) any two adjacent spans carrying the design variable and permanent loads (γQQk + γGGk + Pm). All other spans carrying only the design permanent load, γGGk + Pm.

National choice

Simplified load arrangements
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Design of concrete bridge structures?

See Eurocode 2 part 2   5.1.3 (101)P