Handbook of Comparative World Steel Standards Part 3 pot

3.2.1A Mechanical Properties of High-Strength Low-Alloy Structural Steel Plates Section Thickness Yield Strength, min Tensile Strength, min Standard Designation Grade, Class, Type, S

3.1B Chemical Composition of Carbon Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel

ASTM A 1011/A 1011M-03 33 [230] - K02502 ≤ 6.0 ≤ 0.229 0.25 0.90 report

value 0.035 0.04 0.15 0.20 0.06

Cb 0.008; V 0.008; Al report value; Cu see standard;

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

≤ 16 - 0.17 1.40 - 0.045 0.045 - - - N 0.009 S235JR 1.0037 -

16 < t ≤ 40 - 0.20 1.40 - 0.045 0.045 - - - N 0.009

≤ 16 - 0.17 1.40 - 0.045 0.045 - - - N 0.007 S235JRG1 1.0036 -

16 < t ≤ 40 - 0.20 1.40 - 0.045 0.045 - - - N 0.007

≤ 16 - 0.17 1.40 - 0.045 0.045 - - - N 0.009

16 < t ≤ 40 - 0.17 1.40 - 0.045 0.045 - - - N 0.009 S235JRG2 1.0038 -

> 40 - 0.20 1.40 - 0.045 0.045 - - - N 0.009

≤ 16 - 0.17 1.40 - 0.040 0.040 - - - N 0.009

16 < t ≤ 40 - 0.17 1.40 - 0.040 0.040 - - - N 0.009 S235J0 1.0114 -

> 40 - 0.17 1.40 - 0.040 0.040 - - - N 0.009

≤ 16 - 0.17 1.40 - 0.035 0.035 - - - -

16 < t ≤ 40 - 0.17 1.40 - 0.035 0.035 - - - - S235J2G3 1.0116 -

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

3.1B Chemical Composition of Carbon Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel

≤ 40 ≤ 1.5 0.24 0.90 0.40 0.035 0.04 - - - - ASTM A 283/A 283M-03 C - K02401

> 40 > 1.5 0.24 0.90 0.15-0.40 0.035 0.04 - - - -

ASTM A 1011/A 1011M-03 40 [275] - K02502 ≤ 6.0 ≤ 0.229 0.25 0.90 report

value 0.035 0.04 0.15 0.20 0.06

Cb 0.008; V 0.008; Al report value; Cu see standard;

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard K02595 ≤ 20 ≤ ¾ 0.25 - 0.40 0.04 0.05 - - - - K02596 20 < t ≤ 40 ¾ < t ≤ 1½ 0.25 0.80-1.20 0.40 0.04 0.05 - - - - K02597 40 < t ≤ 65 1½ < t ≤ 2½ 0.26 0.80-1.20 0.15-0.40 0.04 0.05 - - - - K02598 65 < t ≤ 100 2½ < t ≤ 4 0.27 0.85-1.20 0.15-0.40 0.04 0.05 - - - - ASTM A 36/A 36M-03a - -

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

≤ 13 ≤ ½ 0.23 0.60-0.90 0.10-0.35 0.035 0.04 - - - - ASTM A 573/A 573M-00a 58 [400] - K02301

13 < t ≤ 40 ½ < t ≤ 1½ 0.23 0.60-0.90 0.10-0.35 0.035 0.04 - - - -

≤ 20 ≤ ¾ 0.25 - 0.40 0.04 0.05 - - - -

20 < t ≤ 40 ¾ < t ≤ 1½ 0.25 0.80-1.20 0.40 0.04 0.05 - - - -

40 < t ≤ 65 1½< t ≤2½ 0.26 0.80-1.20 0.15-0.40 0.04 0.05 - - - - ASTM A 709/A 709M-03a 36 [250] - -

65 < t ≤ 100 2½ < t ≤ 4 0.27 0.85-1.20 0.15-0.40 0.04 0.05 - - - - JIS G 3101:1995 SS400 - - - - - - - 0.050 0.050 - - - -

≤ 50 - 0.23 2.5xC min - 0.035 0.035 - - - - SM400A - -

50 < t ≤ 200 - 0.25 2.5xC min - 0.035 0.035 - - - -

≤ 50 - 0.20 0.60-1.40 0.35 0.035 0.035 - - - - SM400B - -

50 < t ≤ 200 - 0.22 0.60-1.40 0.35 0.035 0.035 - - - - JIS G 3106:1999

SM400C - - ≤ 100 - 0.18 1.40 0.35 0.035 0.035 - - - - SN400A - - 6 ≤ t ≤ 100 - 0.24 - - 0.050 0.050 - - - -

6 ≤ t ≤ 50 - 0.20 0.60-1.40 0.35 0.030 0.015 - - - - SN400B - -

50 < t ≤ 100 - 0.22 0.60-1.40 0.35 0.030 0.015 - - - -

16 ≤ t ≤ 50 - 0.20 0.60-1.40 0.35 0.020 0.008 - - - - JIS G 3136:1994

SN400C - -

50 < t ≤ 100 - 0.22 0.60-1.40 0.35 0.020 0.008 - - - -

3.1B Chemical Composition of Carbon Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

E 275 D - - - - 0.20 1.50 0.40 0.035 0.035 - - - Fine-grained

≤ 40 ≤ 1.5 0.27 0.90 0.40 0.035 0.04 - - - - ASTM A 283/A 283M-03 D - K02702

> 40 > 1.5 0.27 0.90 0.15-0.40 0.035 0.04 - - - -

ASTM A 1011/A 1011M-03 45 [310] - K02507 ≤ 6.0 ≤ 0.229 0.25 1.35 report

value 0.035 0.04 0.15 0.20 0.06

Cb 0.008; V 0.008; Al report value; Cu see standard;

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

≤ 16 - 0.21 1.50 - 0.045 0.045 - - - N 0.009

16 < t ≤ 40 - 0.21 1.50 - 0.045 0.045 - - - N 0.009 S275JR 1.0044 -

> 40 - 0.22 1.50 - 0.045 0.045 - - - N 0.009

≤ 16 - 0.18 1.50 - 0.040 0.040 - - - N 0.009

16 < t ≤ 40 - 0.18 1.50 - 0.040 0.040 - - - N 0.009 S275J0 1.0143 -

> 40 - 0.18 1.50 - 0.040 0.040 - - - N 0.009

≤ 16 - 0.18 1.50 - 0.035 0.035 - - - -

16 < t ≤ 40 - 0.18 1.50 - 0.035 0.035 - - - - S275J2G3 1.0144 -

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

≤ 13 ≤ ½ 0.24 0.85-1.20 0.15-0.40 0.035 0.04 - - - - ASTM A 573/A 573M-00a 65 [450] - K02404

13 < t ≤ 40 ½ < t ≤ 1½ 0.26 0.85-1.20 0.15-0.40 0.035 0.04 - - - -

3.1B Chemical Composition of Carbon Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel

50 [345] - K02703 ≤ 25 ≤ 1 0.27 1.35 0.40 0.04 0.05 - - - - ASTM A 529/A 529M-03

55 [380] - K02703 ≤ 25 ≤ 1 0.27 1.35 0.40 0.04 0.05 - - - -

ASTM A 1011/A 1011M-03 55 [380] - K02507 ≤ 6.0 ≤ 0.229 0.25 1.35 report

value 0.035 0.04 0.15 0.20 0.06

Cb 0.008; V 0.008; Al report value; Cu see standard;

Cu + Ni + Cr + Mo 0.50;

Cr + Mo see standard

≤ 13 ≤ ½ 0.27 0.85-1.20 0.15-0.40 0.035 0.04 - - - - ASTM A 573/A 573M-00a 70 [485] - K02701

13 < t ≤ 40 ½ < t ≤ 1½ 0.28 0.85-1.20 0.15-0.40 0.035 0.04 - - - - ASTM A 678/A 678M-00a A - K01600 ≤ 40 ≤ 1½ 0.16 0.90-1.50 0.15-0.50 0.035 0.04 - - - -

JIS G 3101:1995 SS490 - - - - - - - 0.050 0.050 - - - -

≤ 50 - 0.20 1.60 0.55 0.035 0.035 - - - - SM490A - -

50< t ≤ 200 - 0.22 1.60 0.55 0.035 0.035 - - - -

≤ 50 - 0.18 1.60 0.55 0.035 0.035 - - - - SM490B - -

50< t ≤ 200 - 0.20 1.60 0.55 0.035 0.035 - - - - SM490C - - ≤ 100 - 0.18 1.60 0.55 0.035 0.035 - - - - SM490YA - - ≤ 100 - 0.20 1.60 0.55 0.035 0.035 - - - - JIS G 3106:1999

SM490YB - - ≤ 100 - 0.20 1.60 0.55 0.035 0.035 - - - -

6 ≤ t ≤ 50 - 0.18 1.60 0.55 0.030 0.015 - - - - SN490B - -

50 < t ≤ 100 - 0.20 1.60 0.55 0.030 0.015 - - - -

16 ≤ t ≤ 50 - 0.18 1.60 0.55 0.020 0.008 - - - - JIS G 3136:1994

E 355 D - -

> 30 - 0.22 1.60 0.55 0.035 0.035 - - - fine-grained

3.1B Chemical Composition of Carbon Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

> 40 - 0.24 1.60 0.55 0.045 0.045 - - - N 0.009

≤ 16 - 0.20 1.60 0.55 0.040 0.040 - - - N 0.009

16 < t ≤ 40 - 0.20 1.60 0.55 0.040 0.040 - - - N 0.009 S355J0 1.0553 -

> 40 - 0.22 1.60 0.55 0.040 0.040 - - - N 0.009

≤ 16 - 0.20 1.60 0.55 0.035 0.035 - - - -

16 < t ≤ 40 - 0.20 1.60 0.55 0.035 0.035 - - - - S355J2G3 1.0570 -

> 40 - 0.22 1.60 0.55 0.035 0.035 - - - -

≤ 16 - 0.20 1.60 0.55 0.035 0.035 - - - -

16 < t ≤ 40 - 0.20 1.60 0.55 0.035 0.035 - - - - S355J2G4 1.0577 -

> 40 - 0.22 1.60 0.55 0.035 0.035 - - - -

≤ 16 - 0.20 1.60 0.55 0.035 0.035 - - - -

16 < t ≤ 40 - 0.20 1.60 0.55 0.035 0.035 - - - - S355K2G3 1.0595 -

SM520C - - ≤ 100 - 0.20 1.60 0.55 0.035 0.035 - - - - JIS G 3101:1995 SS540 - - - - 0.30 1.60 - 0.040 0.040 - - - -

≤ 40 ≤ 1½ 0.20 0.70-1.35 0.15-0.50 0.035 0.04 - - - - ASTM A 678/A 678M-00a B - K02002

40 < t ≤ 65 1½ < t ≤ 2½ 0.20 1.00-1.60 0.15-0.50 0.035 0.04 - - - - JIS G 3106:1999 SM570 - - ≤ 100 - 0.18 1.60 0.55 0.035 0.035 - - -

EN 10025:1993 E 335 1.0060 - - - - - - 0.045 0.045 - - - N 0.009

≤ 40 ≤ 1½ 0.22 1.00-1.60 0.20-0.50 0.035 0.04 - - - - ASTM A 678/A 678M-00a C - K02204

40 < t ≤ 65 1½ < t ≤ 2½ 0.22 1.00-1.60 0.20-0.50 0.035 0.04 - - - -

EN 10025:1993 E 360 1.0070 - - - - - - 0.045 0.045 - - - N 0.009

3.2.1A Mechanical Properties of High-Strength Low-Alloy Structural Steel Plates

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

65 < t ≤ 100 2½ < t ≤ 4 250 36 260WT (38WT) - - -

65 < t ≤ 100 2.5 < t ≤ 4 290 42 430-570 63-83 23

see standard for supplementary impact testing

3.2.1A Mechanical Properties of High-Strength Low-Alloy Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

20 < t ≤ 40 ¾ < t ≤ 1½ 315 46 460 67 ASTM A 242/A 242M-03a - - K11510 -

65 < t ≤ 100 2½ < t ≤ 4 320 46 350W (50W) - - -

-

125 < t ≤ 200 5 < t ≤ 8 290 42 435 63

21 -

3.2.1A Mechanical Properties of High-Strength Low-Alloy Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

16 < t ≤ 40 - 400 - S420M 1.8825 - TMCP

for impact data

3.2.1B Chemical Composition of High-Strength Low-Alloy Structural Steel Plates

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel

260WT (38WT) - - - - 0.20 0.80-1.50 0.15-0.40 0.03 0.04 - - - grain refining elements 0.10

> 40 > 1½ 0.20 CSA G40.21-04

50 [345]

Type 7 - - - - 0.18 1.65 0.60 0.025 0.035 - - - V 0.15; N 0.020; Cb 0.10 ASTM A 633/A 633M-01 A - K01802 ≤ 100 ≤ 4 0.18 1.00-1.35 0.15-0.50 0.035 0.04 - - - Cb 0.05

3.2.1B Chemical Composition of High-Strength Low-Alloy Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

Ti 0.05; N 0.015

EN 10113-3:1993

S355ML 1.8834 - ≤ 63 - 0.14 1.60 0.50 0.030 0.025 - 0.30 0.20 Nb 0.05; V 0.10; Al 0.02 min;

Ti 0.05; N 0.015 300WT (44WT) - - - - 0.22 0.80-1.50 0.15-0.40 0.03 0.04 - - - grain refining elements 0.10

3.2.1B Chemical Composition of High-Strength Low-Alloy Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

350WT (50WT) - - - - 0.22 0.80-1.50 0.15-0.40 0.03 0.04 - - - grain refining elements 0.10

K - - ≤ 200 ≤ 8 0.17 0.50-1.20 0.25-0.50 0.04 0.05 0.40-0.70 0.40 0.10 Cu 0.30-0.50; Cb 0.005-0.05

C - K12000 ≤ 100 ≤ 4 0.20 1.15-1.50 0.15-0.50 0.035 0.04 - - - Cb 0.01-0.05

≤ 40 ≤ 1½ 0.20 0.70-1.35 0.15-0.50 0.035 0.04 0.25 0.25 0.08 Cu 0.35 ASTM A 633/A 633M-01

40 < t ≤ 100 1½ < t ≤ 4 0.20 1.00-1.60 0.15-0.50 0.035 0.04 0.25 0.25 0.08 Cu 0.35 S420M 1.8825 - ≤ 63 - 0.16 1.70 0.50 0.035 0.030 - 0.30 0.20 Nb 0.05; V 0.12; Al 0.02 min;

Ti 0.05; N 0.020

EN 10113-3:1993

S420ML 1.8836 - ≤ 63 - 0.16 1.70 0.50 0.030 0.025 - 0.30 0.20 Nb 0.05; V 0.12; Al 0.02 min;

Ti 0.05; N 0.020

3.2.1B Chemical Composition of High-Strength Low-Alloy Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

60 [415]

Type 5 - - 32 1¼ 0.26 1.35 0.40 0.04 0.05 - - -

Ti 0.006-0.04; N 0.003-0.015;

V 0.06 400WT (60WT) - - - - 0.22 0.80-1.50 0.15-0.40 0.03 0.04 - - - grain refining elements 0.10

70 [485]

Type 3 - - ≤ 25 ≤ 1 0.18 1.65 0.60 0.025 0.035 - - - V 0.08; N 0.020; Cb 0.008-0.10 ASTM A 656/A 656M-03

70 [485]

Type 7 - - ≤ 25 ≤ 1 0.18 1.65 0.60 0.025 0.035 - - - V 0.15; N 0.020; Cb 0.10

3.2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

3.2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

50 < t ≤ 100 - 440 - 550-720 - S460QL 1.8906 - QT

100 < t ≤ 150 - 400 - 500-670 -

17 see standard for impact data

30 < t ≤ 50 1¹⁄₄ < t ≤ 2 515 75 585 85

50 < t ≤ 100 2 < t ≤ 4 450 65 515 75 ASTM A 710/A 710M-02 Grade A

50 < t ≤ 100 - 480 - 590-770 - S500QL 1.8909 - QT

100 < t ≤ 150 - 440 - 540-720 -

17 see standard for impact data

CSA G40.21-04 480WT (70WT) - - - ≤ 65 ≤ 2¹⁄₂ 480 70 590-790 85-115 17 see standard

for impact data

3.2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

3 ≤ t ≤ 50 - 500 -

50 < t ≤ 70 - 480 - 600-700 - 17

see standard for impact data

ASTM A 710/A 710M-02 Grade A

Class 1 - K20747 PH 8 < t ≤ 20 ⁵⁄₁₆ < t ≤ ³⁄₄ 550 80 620 90 20

L: 27 J at -45°C T: 20 J at -45°C ASTM A 852/A 852M-03 - - K12043 QT ≤ 100 ≤ 4 485 70 620-760 90-110 19 27 J at 10°C CSA G40.21-04 550WT (80WT) - - - ≤ 65 ≤ 2¹⁄₂ 550 80 620-860 90-125 15 see standard

for impact data

3.2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

50 < t ≤ 100 - 580 - 700-890 - S620QL 1.8927 - QT

100 < t ≤ 150 - 560 - 650-830 -

15 see standard for impact data

3 ≤ t ≤ 50 - 620 -

50 < t ≤ 70 - 580 - 710-880 - 15

see standard for impact data

≤ 65 ≤ 2½ 690 100 760-895 110-130 18 ASTM A 514/A 514M-00a all grades - - QT

3 ≤ t ≤ 50 - 690 - 770-940 -

50 < t ≤ 100 - 650 - 760-930 - S690QL 1.8928 - QT

100 < t ≤ 150 - 630 - 710-900 -

14 see standard for impact data

3 ≤ t ≤ 50 - 690 - 770-940 -

EN 10137-2:1996

3.2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Yield Strength, min Tensile Strength, min Standard

Designation

Grade, Class, Type, Symbol

or Name

Steel Number Number UNS Treatment Heat t, mm t, in N/mm 2 or

N/mm 2 or

Elongation, min, % Other

65 < t ≤ 100 2½ < t ≤ 4 620 90 760-895 110-130 18 -

t ≤ 65 t ≤ 2½ 700 100

CSA G40.21-04

700QT (100QT) - - QT 65 < t ≤ 100 2½ < t ≤ 4 620 90 760-895 110-130 18

see standard for impact data

3.2.2B Chemical Composition of Alloy Steels for Structural Steel Plates

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

E 355 E - - - - 0.18 0.9-1.6 0.50 0.025 0.025 0.25 0.30 0.10 Nb 0.015-0.060; V 0.02-0.10;

Al 0.020 min; Ti 0.02-0.20; Cu 0.35 50W [345W]

Type A - - - - 0.19 0.80-1.25 0.30-0.65 0.04 0.05 0.40-0.65 0.40 - Cu 0.25-0.40; V 0.02-0.10 50W [345W]

Type B - - - - 0.20 0.75-1.35 0.15-0.50 0.04 0.05 0.40-0.70 0.50 - Cu 0.20-0.40; V 0.01-0.10 ASTM A 709/A 709M-03a

50W [345W]

Type C - - - - 0.15 0.80-1.35 0.15-0.40 0.04 0.05 0.30-0.50 0.25-0.50 - Cu 0.20-0.50; V 0.01-0.10 ASTM A 710/A 710M-02 Grade A

Class 2 - K20747 - - 0.07 0.40-0.70 0.40 0.025 0.025 0.60-0.90 0.70-1.00 0.15-0.25 Cu 1.00-1.30; Cb 0.02 min S460Q 1.8908 - - - 0.20 1.70 0.80 0.025 0.015 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 S460QL 1.8906 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Class 3 - K20747 - - 0.07 0.40-0.70 0.40 0.025 0.025 0.60-0.90 0.70-1.00 0.15-0.25 Cu 1.00-0.30; Cb 0.02 min S500Q 1.8924 - - - 0.20 1.70 0.80 0.025 0.015 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 S500QL 1.8909 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15

EN 10137-2:1996

S500QL1 1.8984 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 CSA G40.21-04 480WT (70WT) - - ≤ 65 ≤ 2¹⁄₂ 0.26 0.80-1.50 0.15-0.40 0.03 0.04 - - - grain refining elements 0.10;

N 0.01-0.02 if N < 0.25 Va

3.2.2B Chemical Composition of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

Class 1 - K20747 ≤ 20 ≤ ³⁄₄ 0.07 0.40-0.70 0.40 0.025 0.025 0.60-0.90 0.70-1.00 0.15-0.25 Cu 1.00-1.30; Cb 0.02 min ASTM A 852/A 852M-03 - - K12043 ≤ 100 ≤ 4 0.19 0.80-1.35 0.20-0.65 0.035 0.04 0.40-0.70 0.50 - Cu 0.20-0.40; V 0.02-0.10 CSA G40.21-04 550WT (80WT) - - ≤ 65 ≤ 2¹⁄₂ 0.15 1.75 0.15-0.40 0.03 0.04 - - - grain refining elements 0.15;

N 0.01-0.02 if N < 0.25 Va S550Q 1.8904 - - - 0.20 1.70 0.80 0.025 0.015 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 S550QL 1.8926 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15

EN 10137-2:1996

S550QL1 1.8986 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 S550A 1.8991 - 3 ≤ t ≤ 70 - 0.03-0.12 0.30-1.80 0.50 0.025 0.015 0.3 2 0.5 N 0.015; Cu 2; Nb 0.060;

Ti 0.10; V 0.10; Al 0.080

EN 10137-3:1996

S550AL 1.8992 - 3 ≤ t ≤ 70 - 0.03-0.12 0.30-1.80 0.50 0.020 0.010 0.3 2 0.5 N 0.015; Cu 2; Nb 0.060;

Ti 0.10; V 0.10; Al 0.080

3.2.2B Chemical Composition of Alloy Steels for Structural Steel Plates (Continued)

Section Thickness Weight, %, Maximum, Unless Otherwise Specified Standard

Designation

Grade, Class, Type, Symbol

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15

EN 10137-2:1996

S620QL1 1.8987 - - - 0.20 1.70 0.80 0.020 0.010 1.50 2.0 0.70 N 0.015; B 0.0050; Cu 0.50;

Nb 0.06; Ti 0.05; V 0.12; Zr 0.15 S620A 1.8993 - 3 ≤ t ≤ 70 - 0.03-0.12 0.30-1.80 0.50 0.025 0.015 0.3 2 0.5 N 0.015; Cu 2; Nb 0.060;

Gr 100 [690] &

100W [690W]

Type C

- - ≤ 32 ≤ 1¼ 0.10-0.20 1.10-1.50 0.15-0.30 0.035 0.035 - - 0.15-0.30 B 0.001-0.005 Note: This section continued on next page