Load Combination Generator

EN 1990:2002 + A1:2005
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Select the applicable local standards.

Design Principle: Leading & Accompanying Actions

Structures are designed to avoid unrealistically high loads by identifying a dominant action.

  • Permanent Loads (G): Self-weight. Always present. Multiplied by γG.
  • Leading Variable Action (Qlead): The dominant load (e.g. Max Wind). Multiplied by γQ.
  • Accompanying Actions (Qothers): Occur simultaneously but reduced by ψ (e.g. 0.7 × Q).

Calculate Permanent Actions (from EN1991-1-1 Annex A)

1. Define Actions (Loads)

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ID Name Type Category ψ0 ψ1 ψ2 EQU Role Value

2. Select Limit States

Ultimate Limit States (ULS)
Serviceability Limit States (SLS)

Reference: Recommended Values of ψ Factors (EN 1990 Table A1.1)

Action Category ψ0 (Combo) ψ1 (Freq) ψ2 (Quasi)
Cat A: Domestic, Residential0.70.50.3
Cat B: Office areas0.70.50.3
Cat C: Congregation areas0.70.70.6
Cat D: Shopping areas0.70.70.6
Cat E: Storage areas1.00.90.8
Cat F: Traffic area (weight ≤ 30kN)0.70.70.6
Cat G: Traffic area (30kN < weight ≤ 160kN)0.70.50.3
Cat H: Roofs0.00.00.0
Snow: Altitude < 1000m0.50.20.0
Snow: Altitude > 1000m0.70.50.2
Wind: All buildings0.60.20.0
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