6005A-T6
Medium-strength structural extrusion alloy: 225 MPa proof and 270 MPa tensile for open profiles up to 5 mm.
Between 6063 and 6082: stronger than 6060/6063 but extrudes into more complex and thinner sections than 6082 — railway and bus structures, masts, platforms. Open and hollow profiles have different minimums.
- 0.2 % proof strength Rp0.2
- ≥ 200MPaSingle source10–25 mm · open profile
- Tensile strength Rm
- ≥ 250MPaSingle source10–25 mm · open profile
- Elongation after fracture A
- ≥ 8%Single source10–25 mm · open profile, A (L₀ = 5.65√S₀)
- Characteristic proof strength fo
- 200MPaFrom the standard10–25 mm · open profile
- Characteristic ultimate strength fu
- 250MPaFrom the standard10–25 mm · open profile
- HAZ proof strength fo,haz
- 115MPaFrom the standard10–25 mm · open profile
- HAZ ultimate strength fu,haz
- 165MPaFrom the standard10–25 mm · open profile
All values
- Identity and composition 8
- Mechanical 16
- Design values 20
- Physical 1
- Thermal not yet
- Fire not yet
- Chemical and durability not yet
Mechanical
Elastic
Modulus of elasticity E
Young's modulus for design.
| Condition | Value | Evidence |
|---|---|---|
| 70 000MPa | Confirmed |
Strength
0.2 % proof strength Rp0.2
Minimum 0.2 % proof strength guaranteed by the product standard.
| Condition | Value | Evidence |
|---|---|---|
| ≥ 225MPa | Single source | |
| ≥ 215MPa | Single source | |
| ≥ 200MPa | Single source | |
| ≥ 215MPa | Single source | |
| ≥ 200MPa | Single source |
Tensile strength Rm
Ultimate tensile strength. Product standards give a range or a minimum.
| Condition | Value | Evidence |
|---|---|---|
| ≥ 270MPa | Single source | |
| ≥ 260MPa | Single source | |
| ≥ 250MPa | Single source | |
| ≥ 255MPa | Single source | |
| ≥ 250MPa | Single source |
Ductility
Elongation after fracture A
Minimum elongation; depends on gauge length and test direction.
| Condition | Value | Evidence |
|---|---|---|
| ≥ 8% | Single source | |
| ≥ 8% | Single source | |
| ≥ 8% | Single source | |
| ≥ 8% | Single source | |
| ≥ 8% | Single source |
Design values
Characteristic proof strength fo
fo for design to Eurocode 9 (before partial factors).
| Condition | Value | Evidence |
|---|---|---|
| 225MPa | From the standard | |
| 215MPa | From the standard | |
| 200MPa | From the standard | |
| 215MPa | From the standard | |
| 200MPa | From the standard |
Characteristic ultimate strength fu
fu for design to Eurocode 9.
| Condition | Value | Evidence |
|---|---|---|
| 270MPa | From the standard | |
| 260MPa | From the standard | |
| 250MPa | From the standard | |
| 255MPa | From the standard | |
| 250MPa | From the standard |
HAZ proof strength fo,haz
0.2 % proof strength in the heat-affected zone of a weld (Eurocode 9).
| Condition | Value | Evidence |
|---|---|---|
| 115MPa | From the standard | |
| 115MPa | From the standard | |
| 115MPa | From the standard | |
| 115MPa | From the standard | |
| 115MPa | From the standard |
HAZ ultimate strength fu,haz
Ultimate strength in the heat-affected zone of a weld (Eurocode 9).
| Condition | Value | Evidence |
|---|---|---|
| 165MPa | From the standard | |
| 165MPa | From the standard | |
| 165MPa | From the standard | |
| 165MPa | From the standard | |
| 165MPa | From the standard |
Physical
Density ρ
Mass per unit volume.
| Condition | Value | Evidence |
|---|---|---|
| 2 700kg/m³ | Single source1 |
Chemical composition
Show on the periodic tableEN AW-6005A, % by mass (EN 573-3, per Hydro)
| Element | Applies to | Max % | Evidence |
|---|---|---|---|
| Si | all thicknesses | 0.90 | Single source |
| Fe | all thicknesses | 0.35 | Single source |
| Cu | all thicknesses | 0.30 | Single source |
| Mn | all thicknesses | 0.50 | Single source |
| Mg | all thicknesses | 0.70 | Single source |
| Cr | all thicknesses | 0.30 | Single source |
| Zn | all thicknesses | 0.20 | Single source |
| Ti | all thicknesses | 0.10 | Single source |
Mn + Cr 0.12–0.50.
Not yet verified for this grade
- Eurocode 9 hollow-profile values from 10 to 15 mm (Table 3.2b stops at 10 mm)
Missing on purpose: a value appears here only once a public source states it.
Sources here are public pages that reproduce EN 755-2. For design and acceptance, the standard edition named in your specification and the inspection certificate (EN 10204 3.1) of the delivered product take precedence. Design factors are recommended values; your National Annex may set others.