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Plates

PLATES OF STEELS ACCORDING TO ASTM/ASME

Designation Grade Min. Yield Strength [MPa] Tensile Strength Rm [MPa] Min. Elongation 200/50 [%] Min. Impact Energy KV 1)
[°C/J] - longitudinal
Dimension Table No Max. Thickness [mm]
A/SA 204 A 255 450-585 19/23 2) table 1 80
B 275 485-620 17/21 2) table 1 80
C 295 515-655 16/20 2) table 1 80
A/SA 285 A 165 310-450 27/30 4/14 table 1 50 3)
B 185 345-485 25/28 10/14 table 1 50 3)
C 205 380-515 23/27 16/14 table 1 50 3)
A/SA 387 2 310 485-620 18/22 2) table 1 80
11 310 515-690 18/22 2) table 1 80
12 275 450-585 19/22 2) table 1 80
22 310 515-690 -/18 2) table 1 80
A/SA 455 260 515-655 15/22 -4/18 table 1 20 3)
A/SA 515 60 (415) 220 415-550 21/25 2) table 1 80 4)
65 (450) 240 450-585 19/23 2) table 1 80 4)
70 (485) 260 485-620 17/21 2) table 1 80 4)

On agreement, carbon equivalent guarantee is available as per the formula  CEV rovnice
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
3) Under standard
4) Higher thickness up to 100 mm on agreement