Limit State Design Framework
EN 1992-4 follows the Eurocode reliability framework:- Rk = Characteristic (5% fractile) resistance
- γM = Partial safety factor for materials
- Rd = Design resistance
Partial Factors for Resistance (γM)
Steel Failure Modes
Product ETAs may specify different γMs values. Clariti uses product-specific factors where provided in the ETA.
Concrete Failure Modes
Pullout and Splitting
Why Different Factors?
Partial factors reflect uncertainty and consequences:Steel Factors (Lower)
- Material properties well-controlled
- Manufacturing tolerances tight
- Failure mode typically ductile
- Good correlation between test and theory
Concrete Factors (Higher)
- Greater variability in concrete strength
- Sensitivity to installation quality
- Brittle failure modes
- Complex interaction with surrounding concrete
Characteristic Values
Characteristic resistance (Rk) represents the 5% fractile:Determination Methods
Clariti uses ETA values where available, supplemented by EN 1992-4 calculations.
Load Factors (γF)
Load factors (from EN 1990) increase design loads:Safety Factor Summary Table
Complete reference for standard values:National Annex Variations
National Annexes may modify recommended values. Examples:In Clariti
Clariti handles safety factors automatically:- Product factors — Uses ETA-specific γM where provided
- Standard factors — Falls back to EN 1992-4 recommended values
- Transparency — Shows all factors in expanded calculations
- Override option — Advanced users can adjust factors if justified