The user of these steel grades must make sure that his calculation, design and processing methods are appropriate for the material. The forming process used must be suitable for the intended application and comply with the state-of-the-art; it is of fundamental importance to the processing behaviour of these steel grades.
These steel grades offer excellent bending, flanging, cold-bordering and folding properties in both longitudinal and transverse direction. The bending radii specified below should be observed as minimum values.| Europe | Material no. | D | GB | Salzgitter Flachstahl |
FK1) |
|---|---|---|---|---|---|
| EN 10149-3 | SEW 092 | BS 1449 Sec. 1.4 | |||
| S260NC | 1.0971 | QStE 260 N | - | PSQ 26 (SB 26 Q) | A |
| S315NC | 1.0973 | - | HR 40/30 | SB 32 Q | A |
| S355NC | 1.0977 | QStE 340 N | HR 43/35 | SB 36 Q | B |
1) FK = Tensile strength class
| Grade | C | Si | Mn | P | S1) | Altotal2) | Nb3) | V3) | Ti3) |
|---|---|---|---|---|---|---|---|---|---|
| max. | max. | max. | max. | max. | min. | max. | max. | max. | |
| S260NC | 0.16 | 0.50 | 1.20 | 0.025 | 0.020 | 0.015 | 0.09 | 0.10 | 0.15 |
| S315NC | 0.16 | 0.50 | 1.40 | 0.025 | 0.020 | 0.015 | 0.09 | 0.10 | 0.15 |
| S355NC | 0.18 | 0.50 | 1.60 | 0.025 | 0.015 | 0.015 | 0.09 | 0.10 | 0.15 |
1) If agreed in the order, the sulphur content is 0.010 % max.
2) The minimum value of Altotal content does not apply if the steel contains sufficient quantities of nitrogen-fixing elements.
3) The amount of Nb, V und Ti can not exceed 0.22 %.
| Grade | Min. yield strength | Tensile strength | Min. total elongation [%] | |
|---|---|---|---|---|
| MPa | MPa | L0 = 80 mm e2) < 3 |
L0 = 5,65 √S0 e2) ≥ 3 | |
| S260NC | 260 | 370 - 490 | 24 | 30 |
| S315NC | 315 | 430 - 550 | 22 | 27 |
| S355NC | 355 | 470 - 610 | 20 | 25 |
1) The tensile test values given in the table apply to longitudinal samples for a product width of < 600mm; in case of a product width of ≥ 600mm they apply to transverse samples.
2) e = Nominal thickness in mm
| Grade | Smallest recommended bending radius bending angles ≤ 90°1) | ||
|---|---|---|---|
| e ≤ 3 | 3 < e ≤ 6 | e > 6 | |
| S260NC | 0,25 e | 0,5 e | 1,0 e |
| S315NC | 0,25 e | 0,5 e | 1,0 e |
| S355NC | 0,25 e | 0,5 e | 1,0 e |
1) e = Nominal thickness in mm
These steel grades can be perfectly welded both manually and using automatic equipment by means of all known welding processes. However, the quality of the weld joint depends on the welding process, the welding conditions and the selection of the correct filler metals. The welding wires and electrodes approved in this strength category must be used as filler metals. Basic coated electrodes are recommended for manual welding.
In general, pre-heating prior to welding or torch-cutting is not necessary. At outside temperatures below +5 °C, pre-heating to approx. 150 °C should be carried out; the same applies to plate thicknesses ≥ 12,5 mm.
Subsequent normalised or stress relief annealing is required only if called for in the regulations or if operating and manufacturing conditions make a reduction of the residual welding stresses appear useful. In addition to this, the guidelines for processing weldable fine-grain structural steel grades according to ‘Stahl-Eisen- Werkstoffblatt’ (Iron and steel material sheet) 088 must be observed.
The provisions of EN 10149-3 shall apply for delivery and inspection. The products are delivered in a condition obtained by normalised rolling.
Certificates according to DIN EN 10204 can be supplied as follows: IT, DUN, FAX, e-mail, paper.