Chapter 3 Structural Steel Plates 67 Handbook of Comparative World Steel Standards 3.1 Carbon Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others 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 > 40 0.17 1.40 0.035 0.035 ≤ 16 0.17 1.40 0.035 0.035 16 < t ≤ 40 0.17 1.40 0.035 0.035 EN 10025:1993 S235J2G4 1.0117 > 40 0.17 1.40 0.035 0.035 ASTM A 1011/A 1011M-03 36 [250] Type 1 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 Chapter 3 Structural Steel Plates 68 Handbook of Comparative World Steel Standards 3.1 Carbon Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others ≤ 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 K02599- > 100 > 4 0.29 0.85-1.20 0.15-0.40 0.04 0.05 ASTM A 1011/A 1011M-03 36 [250] Type 2 K02502 ≤ 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; Si, Al report value; Cu see standard; 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 Chapter 3 Structural Steel Plates 69 Handbook of Comparative World Steel Standards 3.1 Carbon Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others E 275 A 0.24 0.050 0.050 ≤ 40 0.21 1.50 0.40 0.045 0.045 Non-rimming E 275 B > 40 0.22 1.50 0.40 0.045 0.045 Non-rimming E 275 C 0.20 1.50 0.40 0.040 0.040 Non-rimming ISO 630:1995 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 > 40 0.18 1.50 0.035 0.035 ≤ 16 0.18 1.50 0.035 0.035 16 < t ≤ 40 0.18 1.50 0.035 0.035 EN 10025:1993 S275J2G4 1.0145 > 40 0.18 1.50 0.035 0.035 ASTM A 1011/A 1011M-03 50 [340] 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 0.24 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 Chapter 3 Structural Steel Plates 70 Handbook of Comparative World Steel Standards 3.1 Carbon Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others 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 SN490C 50 < t ≤ 100 0.20 1.60 0.55 0.020 0.008 EN 10025:1993 E295 1.0050 0.045 0.045 N 0.009 ≤ 30 0.20 1.60 0.55 0.040 0.040 non-rimming E 355 C > 30 0.22 1.60 0.55 0.040 0.040 non-rimming ≤ 30 0.20 1.60 0.55 0.035 0.035 fine-grained ISO 630:1995 E 355 D > 30 0.22 1.60 0.55 0.035 0.035 fine-grained Chapter 3 Structural Steel Plates 71 Handbook of Comparative World Steel Standards 3.1 Carbon Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others ≤ 16 0.24 1.60 0.55 0.045 0.045 N 0.009 16 < t ≤ 40 0.24 1.60 0.55 0.045 0.045 N 0.009 S355JR 1.0045 > 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 > 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 EN 10025:1993 S355K2G4 1.0596 > 40 0.22 1.60 0.55 0.035 0.035 SM520B ≤ 100 0.20 1.60 0.55 0.035 0.035 JIS G 3106:1999 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 Chapter 3 Structural Steel Plates 72 Handbook of Comparative World Steel Standards 3.2 Alloy Steels for Structural Steel Plates 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 UNS Number Heat Treatment t, mm t, in. N/mm 2 or MPa ksi N/mm 2 or MPa ksi Elongation, min, % Other ≤ 65 ≤ 2½ 260 38 65 < t ≤ 100 2½ < t ≤ 4 250 36 260WT (38WT) 100 < t ≤ 150 4 < t ≤ 6 250 36 410-590 60-85 23 see standard for impact data ≤ 65 ≤ 2½ 260 38 65 < t ≤ 100 2½ < t ≤ 4 250 36 100 < t ≤ 150 4 < t ≤ 6 250 36 CSA G40.21-04 260W (38W) 150 < t ≤ 200 6 < t ≤ 8 250 36 410-590 60-85 23 < 2.5 < .097 23.0 45 [310] Class 1 HR > 2.5 > .097 310 45 410 60 25.0 < 2.5 < .097 20.0 ASTM A 1011/A 1011M-03 50 [340] Class 2 HR > 2.5 > .097 340 50 410 60 22.0 ASTM A 572/A 572M-03a 42 [290] ≤ 150 ≤ 6 290 42 415 60 24 ASTM A 656/A 656M-03 50 [345] HR ≤ 50 ≤ 2 345 50 415 60 23 ≤ 65 ≤ 2.5 ASTM A 633/A 633M-01 A K01802 N 65 < t ≤ 100 2.5 < t ≤ 4 290 42 430-570 63-83 23 see standard for supplementary impact testing ASTM A 709/A 709M-03a 50 [345] ≤ 100 ≤ 4 345 50 450 65 21 ASTM A 572/A 572M-03a 50 [345] ≤ 100 ≤ 4 345 50 450 65 21 < 2.5 < .097 20.0 50 [340] Class 1 HR > 2.5 > .097 340 50 450 65 22.0 < 2.5 < .097 18.0 ASTM A 1011/A 1011M-03 55 [380] Class 2 HR > 2.5 > .097 380 55 450 65 20.0 t ≤ 16 355 16 < t ≤ 40 345 S355M 1.8823 TMCP 40 < t ≤ 63 335 450-610 22 see standard for impact data t ≤ 16 355 16 < t ≤ 40 345 EN 10113-3:1993 S355ML 1.8834 TMCP 40 < t ≤ 63 335 450-610 22 see standard for impact data ≤ 65 ≤ 2½ 300 44 65 < t ≤ 100 2½ < t ≤ 4 280 40 300WT (44WT) 100 < t ≤ 150 4 < t ≤ 6 280 40 450-620 65-90 23 see standard for impact data ≤ 65 ≤ 2½ 300 44 65 < t ≤ 100 2½ < t ≤ 4 280 40 100 < t ≤ 150 4 < t ≤ 6 280 40 CSA G40.21-04 300W (44W) 150 < t ≤ 200 6 < t ≤ 8 280 40 450-620 65-90 23 Chapter 3 Structural Steel Plates 73 Handbook of Comparative World Steel Standards 3.2 Alloy Steels for Structural Steel Plates 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 UNS Number Heat Treatment t, mm t, in. N/mm 2 or MPa ksi N/mm 2 or MPa ksi Elongation, min, % Other t ≤ 16 355 16 < t ≤ 40 345 40 < t ≤ 63 335 63 < t ≤ 80 325 80 < t ≤ 100 315 470-630 S355N 1.0545 N 100 < t ≤ 150 295 450-600 22 see standard for impact data t ≤ 16 355 16 < t ≤ 40 345 40 < t ≤ 63 335 63 < t ≤ 80 325 80 < t ≤ 100 315 470-630 EN 10113-2:1998 S355NL 1.0546 N 100 < t ≤ 150 295 450-600 22 see standard for impact data t ≤ 20 t ≤ ¾ 345 50 480 70 20 < t ≤ 40 ¾ < t ≤ 1½ 315 46 460 67 ASTM A 242/A 242M-03a K11510 40 < t ≤ 100 1½ < t ≤ 4 290 42 435 63 21 < 2.5 < .097 18.0 55 [380] Class 1 HR > 2.5 > .097 380 55 480 70 20.0 < 2.5 < .097 16.0 ASTM A 1011/A 1011M-03 60 [410] Class 2 HR > 2.5 > .097 410 60 480 70 18.0 ≤ 65 ≤ 2½ 350 50 350WT (50WT) 65 < t ≤ 150 2½ < t ≤ 6 320 46 480-650 70-95 22 see standard for impact data ≤ 65 ≤ 2½ 350 50 65 < t ≤ 100 2½ < t ≤ 4 320 46 350W (50W) 100 < t ≤ 150 4 < t ≤ 6 320 46 450-650 65-95 22 CSA G40.21-04 380W (55W) ≤ 65 ≤ 2½ 380 55 480-650 70-95 21 ASTM A 572/A 572M-03a 55 [380] ≤ 50 ≤ 2 380 55 485 70 20 ASTM A 656/A 656M-03 60 [415] HR ≤ 40 ≤ 1½ 415 60 485 70 20 t ≤ 100 t ≤ 4 345 50 485 70 100 < t ≤ 125 4 < t ≤ 5 315 46 460 67 ASTM A 588/A 588M-03a A B C K K11430 K12043 K11538 125 < t ≤ 200 5 < t ≤ 8 290 42 435 63 21 NOTE: This section continued on next page. Chapter 3 Structural Steel Plates 74 Handbook of Comparative World Steel Standards 3.2 Alloy Steels for Structural Steel Plates 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 UNS Number Heat Treatment t, mm t, in. N/mm 2 or MPa ksi N/mm 2 or MPa ksi Elongation, min, % Other ≤ 65 ≤ 2.5 345 50 485-620 70-90 C K12000 N 65 < t ≤ 100 2.5 < t ≤ 4 315 46 450-590 65-85 23 see standard for supplementary impact testing ≤ 65 ≤ 2.5 345 50 485-620 70-90 ASTM A 633/A 633M-01 D K12037 N 65 < t ≤ 100 2.5 < t ≤ 4 315 46 450-590 65-85 23 see standard for supplementary impact testing t ≤ 16 420 16 < t ≤ 40 400 S420M 1.8825 TMCP 40 < t ≤ 63 390 500-660 19 see standard for impact data t ≤ 16 420 16 < t ≤ 40 400 EN 10113-3:1993 S420ML 1.8836 TMCP 40 < t ≤ 63 390 500-660 19 see standard for impact data ASTM A 572/A 572M-03a 60 [415] ≤ 32 ≤ 1¼ 415 60 520 75 18 < 2.5 < .097 16.0 60 [410] Class 1 HR > 2.5 > .097 410 60 520 75 18.0 < 2.5 < .097 16.0 ASTM A 1011/A 1011M-03 65 [450] Class 2 HR > 2.5 > .097 410 60 520 75 18.0 400WT (60WT) AR ≤ 65 ≤ 2½ 400 60 520-690 75-100 20 see standard for impact data CSA G40.21-04 400W (60W) ≤ 65 ≤ 2½ 400 60 520-690 75-100 18 ASTM A 572/A 572M-03a 65 [450] ≤ 32 ≤ 1¼ 450 65 550 80 17 t ≤ 100 t ≤ 4 415 60 550-690 80-100 ASTM A 633/A 633M-01 E K12202 N < 3 in. N+N > 3 in. (75 mm) 100 < t ≤ 150 4 < t ≤ 6 380 55 515-655 75-95 23 see standard for supplementary impact testing ASTM A 656/A 656M-03 70 [485] HR ≤ 25 ≤ 1 485 70 550 80 17 < 2.5 < .097 14.0 65 [450] Class 1 HR > 2.5 > .097 450 65 550 80 16.0 < 2.5 < .097 12.0 ASTM A 1011/A 1011M-03 70 [480] Class 2 HR > 2.5 > .097 480 70 550 80 14.0 Chapter 3 Structural Steel Plates 75 Handbook of Comparative World Steel Standards 3.2 Alloy Steels for Structural Steel Plates 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 Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others 260WT (38WT) 0.20 0.80-1.50 0.15-0.40 0.03 0.04 grain refining elements 0.10 ≤ 40 ≤ 1½ 0.40 > 40 > 1½ 0.20 CSA G40.21-04 260W (38W) >100 > 4 0.22 0.50-1.50 0.15-0.40 0.04 0.05 grain refining elements 0.10 ≤ 40 ≤ 1½ 0.40 42 [290] Type 1 40 < t ≤ 150 1½ < t ≤ 6 0.21 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05 ≤ 40 ≤ 1½ 0.40 42 [290] Type 2 40 < t ≤ 150 1½ < t ≤ 6 0.21 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15 ≤ 40 ≤ 1½ 0.40 42 [290] Type 3 40 < t ≤ 150 1½ < t ≤ 6 0.21 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05; V 0.01-0.15; Cb + V 0.02-0.15 ≤ 40 ≤ 1½ 0.40 42 [290] Type 4 40 < t ≤ 150 1½ < t ≤ 6 0.21 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15; N 0.015 V:N > 4:1 ≤ 40 ≤ 1½ 0.40 ASTM A 572/A 572M-03a 42 [290] Type 5 40 < t ≤ 150 1½ < t ≤ 6 0.21 1.35 0.15-0.40 0.04 0.05 Ti 0.006-0.04; N 0.003-0.015; V 0.06 50 [345] Type 3 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 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 ≤ 40 ≤ 1½ 0.23 1.35 0.40 0.04 0.05 50 [345] Type 1 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05 ≤ 40 ≤ 1½ 0.23 1.35 0.40 0.04 0.05 50 [345] Type 2 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15 ≤ 40 ≤ 1½ 0.23 1.35 0.40 0.04 0.05 50 [345] Type 3 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05; V 0.01-0.15; Cb + V 0.02-0.15 ≤ 40 ≤ 1½ 0.23 1.35 0.40 0.04 0.05 50 [345] Type 4 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15; N 0.015 V:N > 4:1 ≤ 40 ≤ 1½ 0.23 1.35 0.40 0.04 0.05 ASTM A 709/A 709M-03a 50 [345] Type 5 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Ti 0.006-0.04; V 0.01-0.15; N 0.015 NOTE: This section continued on next page Chapter 3 Structural Steel Plates 76 Handbook of Comparative World Steel Standards 3.2 Alloy Steels for Structural Steel Plates 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 or Name Steel Number UNS Number t, mm t, in. C Mn Si P S Cr Ni Mo Others ≤ 40 ≤ 1½ 0.40 50 [345] Type 1 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05 ≤ 40 ≤ 1½ 0.40 50 [345] Type 2 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15 ≤ 40 ≤ 1½ 0.40 50 [345] Type 3 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Cb 0.005-0.05; V 0.01-0.15; Cb + V 0.02-0.15 ≤ 40 ≤ 1½ 0.40 50 [345] Type 4 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 V 0.01-0.15; N 0.015 V:N > 4:1 ≤ 40 ≤ 1½ 0.40 ASTM A 572/A 572M-03a 50 [345] Type 5 40 < t ≤ 100 1½ < t ≤ 4 0.23 1.35 0.15-0.40 0.04 0.05 Ti 0.006-0.04; N 0.003-0.015; V 0.06 S355M 1.8823 ≤ 63 0.14 1.60 0.50 0.035 0.030 0.30 0.20 Nb 0.05; V 0.10; Al 0.02 min; 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 ≤ 40 ≤ 1½ 0.40 > 40 > 1½ 0.22 CSA G40.21-04 300W (44W) >100 > 4 0.23 0.50-1.50 0.15-0.40 0.04 0.05 grain refining elements 0.10 [...]... t ≤ 100 t 3 3 < t ≤ 16 16 < t ≤ 40 40 < t ≤ 63 63 < t ≤ 80 80 < t ≤ 100 t 3 3 < t ≤ 16 16 < t ≤ 40 40 < t ≤ 63 63 < t ≤ 80 80 < t ≤ 100 t, in - - - Yield Strength, min N/mm2 or MPa 35 5 35 5 34 5 34 5 35 5 35 5 34 5 34 5 35 5 35 5 34 5 33 5 32 5 31 5 35 5 35 5 34 5 33 5 32 5 31 5 35 5 35 5 34 5 33 5 32 5 31 5 35 5 35 5 34 5 33 5 32 5 31 5 ksi - Tensile Strength, min N/mm2 or MPa 510-680 490- 630 ksi - 510-680... - Part 5: Austenitic Steels Handbook of Comparative World Steel Standards 102 Pressure Vessel Steel Plates - Heat Treatment Terms Chapter 4 Heat Treatment Terms Applicable to this Chapter Standard ASTM A 2 03/ A 203M-97 (20 03) ASTM A 204/A 204M- 03 ASTM A 240/A 240M-03c ASTM A 30 2/A 30 2M- 03 ASTM A 35 3/A 35 3M- 93 (1999) ASTM A 38 7/A 38 7M- 03 ASTM A 515/A 515M- 03 ASTM A 516/A 516M- 03 ASTM A 533 /A 533 M- 93. .. ASTM A 537 /A 537 M-95 ASTM A 5 53/ A 553M- 93 ASTM A 612/A 612M- 03 ASTM A 662/A 662M- 03 ASTM A 737 /A 737 M-99 ASTM A 738 /A 738 M-03a ASTM A 841/A 841M-03a ASTM A 844/A 844M- 93 (1999) JIS G 31 03: 1987 JIS G 31 15:2000 JIS G 31 15-1:1995 JIS G 31 18:2000 JIS G 31 19:1987 JIS G 31 20:1987 JIS G 31 24:1987 JIS G 31 26:2000 JIS G 31 27:2000 JIS G 4109:1987 JIS G 4110:19 93 EN 10028-2:20 03 EN 10028 -3: 20 03 EN 10028-4:20 03 EN... 0. 035 0. 035 0 .30 -0.55 - - Cu 0.20-0 .35 SMA400BP - - ≤ 200 - 0.18 1.25 0.55 0. 035 0. 035 0 .30 -0.55 - - Cu 0.20-0 .35 SMA400CP - - ≤ 100 - 0.18 1.25 0.55 0. 035 0. 035 0 .30 -0.55 - - Cu 0.20-0 .35 ISO 5952:1998 JIS G 31 14:1998 Cu 0 .30 -0.50; Mo+Nb+Ti+V+Zr 0.15 Total Cu 0 .30 -0.50; Al 0.020 min; Mo+Nb+Ti+V+Zr 0.15 Total Cu 0 .30 -0.50 Handbook of Comparative World Steel Standards Chapter 3 Structural Steel. .. - 0.18 1.40 0.55 0. 035 0. 035 0 .30 -0.55 - - - - - 0.18 1.40 0.15-0.65 0. 035 0. 035 0.45-0.75 0.05-0 .30 - - - - - 0.18 1.40 0.15-0.65 0. 035 0. 035 0.45-0.75 0.05-0 .30 - Cu 0.20-0 .35 Cu 0 .30 -0.50; Mo+Nb+Ti+V+Zr 0.15 Total Cu 0 .30 -0.50; Al 0.020 min; Mo+Nb+Ti+V+Zr 0.15 Total - Handbook of Comparative World Steel Standards Chapter 3 Structural Steel Plates 96 3. 3 Structural Steels with Improved... 710-900 - 3 ≤ t ≤ 50 S690QL1 - - 3 ≤ t ≤ 50 S690QL - - 100 < t ≤ 150 EN 10 137 -2:1996 - - 690 - 770-940 - 50 < t ≤ 100 - 650 - 760- 930 - 100 < t ≤ 150 - 630 - 710-900 - Handbook of Comparative World Steel Standards Chapter 3 Structural Steel Plates 83 3.2 Alloy Steels for Structural Steel Plates 3. 2.2A Mechanical Properties of Alloy Steels for Structural Steel Plates (Continued) Steel Number... 0.010 1.50 2.0 S620A 1.89 93 - 3 ≤ t ≤ 70 - 0. 03- 0.12 0 .30 -1.80 0.50 0.025 0.015 0 .3 2 S620AL 1.8994 - 3 ≤ t ≤ 70 - 0. 03- 0.12 0 .30 -1.80 0.50 0.020 0.010 0 .3 2 A - K11856 ≤ 32 ≤ 1¼ 0.15-0.21 0.80-1.10 0.40-0.80 0. 035 0. 035 0.50-0.80 - B - K11 630 ≤ 32 ≤ 1¼ 0.12-0.21 0.70-1.00 0.20-0 .35 0. 035 0. 035 0.40-0.65 - C - K11511 ≤ 32 ≤ 1¼ 0.10-0.20 1.10-1.50 0.15-0 .30 0. 035 0. 035 - - N 0.015; B 0.0050;... - 35 5 - 16 < t ≤ 40 - 34 5 - 20 40 < t ≤ 63 - 33 5 - Other 20 t, mm t, in ksi - N/mm2 or MPa 510-680 Elongation, min, % N/mm2 or MPa 35 5 490- 630 ksi - - - 19 40 J at -20°C 63 < t ≤ 80 Gr HSA355W1 Class A, D Gr HSA355W2 Class C, D - 32 5 - 18 80 < t ≤ 100 . Chapter 3 Structural Steel Plates 67 Handbook of Comparative World Steel Standards 3. 1 Carbon Steels for Structural Steel Plates 3. 1B Chemical Composition of Carbon Steels for Structural Steel. Chapter 3 Structural Steel Plates 68 Handbook of Comparative World Steel Standards 3. 1 Carbon Steels for Structural Steel Plates 3. 1B Chemical Composition of Carbon Steels for Structural Steel. Chapter 3 Structural Steel Plates 69 Handbook of Comparative World Steel Standards 3. 1 Carbon Steels for Structural Steel Plates 3. 1B Chemical Composition of Carbon Steels for Structural Steel