Steel
Structural plate, sections and bars to EN, ASTM, JIS, GB, CSA, AS/NZS, IS and GOST.
Reinforcing steel (rebar)
Bars for reinforced concrete. Ductility is the point: the classes differ in how much the bar hardens (Rm/Re) and stretches (Agt) before it breaks.
| Grade | Standard | Yield strength | Elongation at maximum force | Evidence |
|---|---|---|---|---|
| B500A Weldable rebar, ductility class A: 500 MPa characteristic yield, Rm/Re ≥ 1.05, Agt ≥ 2.5 %. | ≥ 500 MPa2 | ≥ 2.5 %3 |
| |
| B500B Weldable rebar, ductility class B: 500 MPa characteristic yield, Rm/Re ≥ 1.08, Agt ≥ 5 %. | ≥ 500 MPa1 | ≥ 5 %2 |
| |
| B500C Weldable rebar, ductility class C: 500 MPa characteristic yield, Rm/Re ≥ 1.15 (< 1.35), Agt ≥ 7.5 %. | ≥ 500 MPa1 | ≥ 7.5 %2 |
|
Planned groups
- Very high-strength plate (S690Q, A514)
- Rebar: HRB400/500 (GB 1499.2), 500N (AS/NZS 4671), SD390 (JIS)
- Stainless and weathering steel
Standards for steel
EN 10025-2:2019
EN 1993-1-1:2005+AC:2009
EN 1991-1-1
EN 10346:2015
EN 1993-1-3
EN 10025-3:2019
EN 10025-4:2019
EN 10219-1
BS 4449:2005+A3:2016
ASTM A36/A36M
ASTM A992/A992M
ASTM A500/A500M
ASTM A1085/A1085M
ASTM A615/A615M
ASTM A706/A706M
ISO 898-1
ASTM F3125/F3125M
GB/T 700
JIS G 3101
DIN 17100
ASTM A572/A572M
JIS G 3106
GB/T 1591-2018
CSA G40.21
AS/NZS 3678:2016
IS 2062:2011
GOST 27772-2015
GOST 19281-2014
ASTM A653/A653M
AS 1397
JIS G 3302