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Load Type

mm
Effective throat of fillet weld
mm
Effective length (each weld)
Symmetric welds in joint
kN
Design value (factored)
EN 1993-1-8 §2.2

Results

Enter values
Weld throat area Aw
Applied stress σw
Design resistance fw,Rd
Utilisation η
Resistance force FRd
Reserve capacity
Weld geometry invalid: effective length must be ≥ 6a and ≥ 30 mm (EC3 §4.5.1).
Throat thickness a < 3 mm — minimum recommended for structural welds.
Utilisation > 80% — consider increasing throat thickness or weld length.
Effective length used: leff = l − 2a (start/stop deduction per EC3 §4.5.1).

Diagram

Method — EC3 Simplified

Design resistance

Per ČSN EN 1993-1-8 §4.5.3.3 (simplified method):