This is common carbon steel plate in S235JR, S235J0 and S235J2 steel grade. Heat analysis shall be used to determine the required chemical composition for carbon. Manganese, phosphorus, sulfur, silicon, and copper. Tensile strength, yield strength, and elongation shall be evaluated using tension test.
S symbol for structural steel
275 indication of the min specified yield strength for thickness of under 16mm.
JR symbol 20 temperature impact test.
J0 symbol 0 temperature impact test
J2 symbol -20 temperature impact test
S275JR, S275J0 and S275j2 steel is a structural steel grade which be used in riveted, bolted, or welded construction of bridges and buildings.
For more information of S275j2 steel, please refer them in following.
The Chemical is max composition of product analysis:
Grade | C % | Si % | Mn % | P % | S % | N % | Cu % |
S275J2 | 0.210 | - | 1.600 | 0.035 | 0.035 | - | 0.060 |
The mechanical properties steel plate
Grade | Thickness(mm) | Min Yield (Mpa) | Tensile(MPa) | Elongation(%) | Min Impact Energy | |
S275j2 | 8mm-100mm | 275Mpa | 430-560Mpa | 21-23% | -20 | 27J |
101mm-200mm | 225-235Mpa | 400-540Mpa | 19% | -20 | 27J | |
201mm-400mm | 215Mpa | 380-540Mpa | 18% | -20 | 27J | |
The min impact energy is longitudinal energy |
Dear sir ;1 - The EN S275 JR is an europeen normalisation ( S mean structure , 275 is the yield strength , JR means 27 J at 20 °c for impact test) , the equivalent in ASME is the SA 572 ( p number 1).2- they have the same P number but A106 is a pipe ( usually welded GTAW / SMAW) and the EN S275 JR is a plate usually welded only SMAW ( with backing ).I don't think that you can use the same WPS.3- no it's not correctRegardsSALHI RaoufQA/QC EngineerTel: Morocco +212628979891Tunisia +21621458258Le Lundi 13 avril 2015 4h23, Naveen Raj <mecnaveen90@gmail.com> a écrit :
Dear All,--1. Can anyone tell me what is the P.no for EN 10025 S275JRI searched in ASME IX but i didnt find.2. I have WPS for CS (SA106) material, can i use this WPS for welding Mild steel (EN 10025 S275JR)looking for reply from u guys......3. WPS shall be for only the material which they are going to weld and not to all equivalent material as mentioned in the Material specification description of WPS.is it correct????
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