SF = σzul / σvorh
SF > 1 means margin against the allowable stress; SF < 1 means it is exceeded.
SF > 1 means margin against the allowable stress; SF < 1 means it is exceeded.
Select a target and calculate.
SF > 1 means margin against the allowable stress; SF < 1 means it is exceeded.
235 MPa allowable against 94 MPa actual gives SF = 2.5.
SF compares like-for-like stresses (both shear or both normal); mixing them without an equivalent stress is not valid.
This calculator finds a weld joint's safety factor from allowable and actual stress — applicable to fillet and butt welds alike.
The safety factor SF = σallow/σactual (or analogously with shear stress) compares the stress the weld section can carry against the stress actually present. SF > 1 means margin, SF = 1 the utilization limit, and SF < 1 an exceedance of the allowable stress.
The safety factor works like a load-capacity reserve on an elevator: an elevator rated for 1,000 kg that is actually loaded with only 400 kg has a safety factor of 2.5 — just like a weld whose allowable stress is 2.5 times the stress actually occurring.
SF = σzul / σvorh
SF = σallow / σactualσactual = σallow / SFσallow = SF · σactual| Symbol / input | Meaning |
|---|---|
| Safety factor SF | Ratio of allowable to actual stress. |
| Allowable stress σzul | Allowable stress or weld capacity, e.g. Rm/(√3·βw·γM2) for fillet welds. |
| Actual stress σvorh | Computed actual stress, e.g. from the fillet or butt weld calculator. |
σallow (allow) is the allowable stress or weld capacity, e.g. Rm/(√3·βw·γM2) for fillet welds per DIN EN 1993-1-8. σactual (actual) is the computed actual stress, e.g. from the fillet or butt weld calculator.
First compute σactual with the appropriate weld stress calculator. Enter that value together with the allowable stress here to get SF.
235 MPa allowable stress against 94 MPa actual stress gives SF = 235/94 = 2.5.
SF = 2.5 means the weld could carry 2.5 times the stress actually occurring before reaching the allowable limit. Whether this is sufficient depends on the required minimum safety margin for the application.
SF is dimensionless; σallow and σactual must use the same stress type (both shear or both normal) and the same unit (usually MPa).
Per DIN EN 1993-1-8, a fillet weld's allowable stress follows from σallow = Rm/(√3·βw·γM2), with Rm the tensile strength of the weaker connected part, βw a material-dependent correlation factor (see TB 6-7), and γM2 = 1.25 a partial safety factor. For fully penetrated butt welds, base-metal strength itself is approximately taken as the allowable stress. These values must be taken from the relevant tables before the safety factor can be computed.
The calculator is used as the final step of every weld design, to formally check the computed stress against the allowable stress.
SF compares only like-for-like stresses. Where normal and shear stress act at the same location, an equivalent stress must first be formed (e.g. via the GEH calculator) before a meaningful safety factor can be determined.
Common mistake: A common mistake is comparing a shear stress against an allowable stress meant for normal stress (or vice versa) — both values must come consistently from the same design method.
The actual stress exceeds the allowable stress; the weld is not adequately sized in this configuration.
It depends on the application and design method chosen; DIN EN 1993-1-8 already builds the partial safety factor γM2 into the allowable stress, so a computed SF ≥ 1 is often the requirement.
Yes, SF = σallow/σactual is independent of weld type; only where the two input values come from differs.
First form an equivalent stress using the more detailed method (e.g. GEH) and use that as σactual.
A larger throat thickness a, a longer effective weld length leff, or a higher-strength material raise σallow or lower σactual.