استعلام و خرید

معادل آلیاژ شما براساس جدول استاندارد:

جداول استاندارد آلیاژها به منظور دسته‌بندی انواع محصولات فلزی طراحی شده‌است. در واقع هر آلیاژ بر اساس استانداردهای مورد تأیید کشورهای مختلف از همنوعان خود مجزا می‌شود. تعیین استاندارد برای آلیاژهای مختلف، درست مانند مشخصه‌ای عمل می‌کند که می‌توان با استفاده از آن انواع محصولات را از یکدیگر مجزا کرد.
از طرفی مؤسسه بین‌المللی استاندارد با یکپارچه کردن استانداردهای مختلف، تشخیص و به‌کارگیری آلیاژها را بسیار ساده و کاربردی کرده‌است. اما هنوز در بازار فروش محصولات فلزی استفاده از استانداردهای کشورهای مختلف برای انواع آلیاژ دیده می‌شود.
به همین دلیل نیک فولاد تمام اطلاعات مورد نیاز صنعتگران و ساختمان‌سازها در زمینه استانداردهای آلیاژهای مختلف را در این صفحه به نمایش گذاشته‌است.

جداول کربنی آلیاژهای مختلف

در جداول این صفحه شما تقریباً هر آلیاژی که برای طراحی، تولید یا خرید محصولات فلزی به شناخت آن نیاز دارید را مشاهده می‌کنید. کافی است نگاهی به جداول زیر بیندازید تا آلیاژ مورد نظر خود را پیدا کنید. سپس استانداردهای کشورهای مختلف که در این جدول تعریف شده‌اند، برای هر آلیاژ به چشمتان می‌خورد.

استانداردهای مختلف انواع آلیاژها

استانداردهایی که برای هر آلیاژ تعریف شده‌است عبارتند از:
استانداردهای بین‌المللی: استاندارد ISO 630 به منظور یکی کردن استانداردهای مختلف توسط مؤسسه جهانی استاندارد طراحی شده‌است.
استاندارد ایالت متحده امریکا: این استاندارد از طرف انجمن آزمایش‌ها و مواد امریکا به عنوان جامع‌ترین استاندارد آلیاژی هر سال ارائه می‌شود.
استانداردهای ژاپن: JIS 3106 و JIS 3101 مخفف Japanese Industrial Standard بوده و بوسیله وزارتخانه صنعتی این کشور تعیین شده‌است.
استاندارد هند: استاندارد IS هند یا همان India Standard برای دسته‌بندی انواع آلیاژ طراحی شده‌است.
دیگر استانداردها: استاندارد کانادا یا CSAG40-21 ، استاندارد بریتانیا یا BS 4360، استاندارد سوئد با نام MNC 810R، استاندارد بلژیک یا NBN 21-101، استاندارد ایتالیا با نام UNI 7070 و استاندارد فرانسه با نام NF 35-501 از دیگر استانداردهای مختلفی است، که در این صفحه ارائه می‌شود.

 

Carbon Steel Comparison Tabel

 

Europe

Germany

France

Italy

Belgium

Sweden

U.K.

Canada

India

Japan

International

USA

EN 10025-2

(2004)

EN 10025

(1993)

EN 10025

(1990)

 

DIN 17100

 

NF A 35-501

 

UNI 7070

 

NBN21-101

 

MNC 810E

 

BS 4360

 

CSAG40-21

IS

 

JIS 3101

 

JIS 3106

 

ISO 630

 

ASTM

S185

S185

Fe 310-0

St 33

A 33

Fe 320

A 320

13 00-00

 

 

 

SS 330

 

 

 

A283 A,B,C,D

 

 

 

 

 

 

 

 

 

 

 

 

 

FE 310

 

S235JR

Fe 360B

St 37-2

E24-2

Fe 360 B

AE 235-B

13 11-00

 

 

 

 

 

 

 

 

S235JRG1

Fe 360BFU

USt 37-2

 

 

 

 

 

 

 

 

 

 

 

S235JR

S235JRG2

Fe E360BFN

RSt 37-2

E24-2

Fe 360 B

AE 235-B

13 12-00

40(A)B

230 G

IS226

SS400

SM 400A

Fe 360 B

A284 gr. C, D

S235J0

S235J0

Fe E 360 C

St37-3U

E 24-3

Fe 360 C

AE 235-C

 

40C

 

Fe 410-S

 

SM400B

Fe 360C

 

S235J2+N

S235J2G3

Fe E 360 D1

St 37-3 N

E24-4

Fe 360 D

AE 235-D

 

40D

 

 

 

SM400C

Fe 360 D

 

S235J2

S235J2G4

Fe E360 D2

 

 

 

 

 

40 EE

 

 

 

 

 

A 36

 

 

 

 

 

 

AE 255

A,B,C,D

 

 

 

 

 

 

 

 

S275JR

S275JR

Fe 430 B

ST 44-2

E 28-2

Fe430B

AE 295-B

14 12-00

43(A)B

260W,WT

IS2062

 

 

Fe 430B

 

A529 gr. 42,50

S275J0

S275J0

Fe 430 C

St44-3U

E 28-3

Fe 430 C

AE 295-C

 

43 C

 

Fe410 WA

 

 

Fe 430C

S275J2+N

S275J2G3

Fe 430 D1

St 44-3N

E 28-4

Fe 430D

AE 295-D

14 14-00

43 D

 

Fe 410 WB

 

 

Fe 430D

 

A572 gr. 42,50

S275J2

S275J2G4

Fe 430 D2

 

 

 

AE 295-DD

14 14-01

43EE

 

Fe 410 WC

 

 

 

 

 

 

 

 

 

 

26 32-00

 

300W.WT

 

 

 

 

 

 

 

 

 

 

 

 

26 34-11

 

 

 

 

 

 

 

A 573 gr. 58,65, 70

 

 

 

 

 

 

 

21 72-00

 

 

 

 

 

 

 

 

 

 

 

 

 

21 74-01

 

 

 

 

 

 

 

S355JR

S355JR

Fe 510 B

 

E 36-2

Fe 510 B

AE 355-B

21 32-01

50 B

350 W, WT

IS 961

SS490

SM 490A

FE 510 B

 

A633 gr. A,C,D

S355J0

S355J0

Fe 510 C

St 52-3 U

E 36-3

Fe 510C

AE 335-C

21 34-01

50 C

 

Fe 570 HT

 

SS490B

Fe 510 C

S355J2+N

S355J2G3

Fe 510 D1

St 52-3 N

 

Fe 510D

AE 355 D

21 35-01

50 D

 

Fe 540 WHT

 

SS 490 C

Fe 510D

 

S335J2

S335J2G4

Fe 510 D2

 

 

 

 

26 42-00

 

 

 

 

SS 490 YA

A 656

A656 gr. 50

S335K2+N

S335K2G3

Fe 510 D D1

 

E 36 -4

Fe 510 DD

AE355-DD

26 44-11

50 DD

 

 

 

SS490 YB

 

 

S335K2

S335K2G4

Fe 510 DD2

 

 

 

 

 

50 EE

 

 

 

SM 520 B

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SM 520 C

 

 

A 709 gr.36,50,50 W

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A 808

 

Europe

Germany

France

Italy

 

Sweden

U.K.

 

 

 

 

 

 

EN 10025-3

(2004)

EN 10025-4

(2004)

EN 10113-2

(1993)

DIN

NF A 36-201

UNI

 

SS 14..

BS 4360

 

 

 

 

 

 

S275N

 

S 275N

StE285

 

Fe E 275 KG N

 

 

 

 

 

 

 

 

 

S275NL

 

S 275NL

TStE285

 

Fe E 275 KT N

 

 

43EE

 

 

 

 

 

 

S355N

 

S 355 N

StE355

E 355 R

Fe E 355 KG N

 

2134-01

 

 

 

 

 

 

 

S355NL

 

S 355 NL

TStE355

E 355 FP

Fe E 355 KT N

 

2135-01

50EE

 

 

 

 

 

 

S420N

 

S420N

StE420

E 420 R

 

 

 

 

 

 

 

 

 

 

S420NL

 

S420NL

TStE420

E 420 FP

 

 

 

 

 

 

 

 

 

 

S460N

 

S460 N

StE460

E 460 R

Fe E 460 KG N

 

 

 

 

 

 

 

 

 

S460NL

 

S460 NL

TStE460

E 460 FP

Fe E 460 KT N

 

 

55EE

 

 

 

 

 

 

 

S275M

S275M

 

 

Fe E 275 KG TM

 

 

 

 

 

 

 

 

 

 

S275ML

S275ML

 

 

Fe E 275 KT TM

 

 

 

 

 

 

 

 

 

 

S355M

S355M

StE355 TM

 

Fe E 355 KG TM

 

 

 

 

 

 

 

 

 

 

S355ML

S355ML

TStE355 TM

 

Fe E 355 KT TM

 

 

 

 

 

 

 

 

 

 

S420M

S420M

StE420 TM

 

 

 

 

 

 

 

 

 

 

 

 

S420ML

S420ML

TStE420 TM

 

 

 

 

 

 

 

 

 

 

 

 

S460M

S460M

StE460 TM

 

Fe E 460 KG TM

 

 

 

 

 

 

 

 

 

 

S460ML

S460ML

TStE460 TM

 

Fe E 460 KT TM

 

 

 

 

 

 

 

 

 

 

 

Comparison Table Boiler Steels

 

Material

EN 10028-2

DIN 17155

NFA 36-205

UNI 5869

BS 1501

UNE 36087

ASTM

JIS G3115

 

 

1.0345

 

 

P235GH

 

 

HI

 

 

A 37 CP

 

 

Fe 360 – 1KW

 

161 Gr. 360

164 Gr. 360

 

 

A 37 RCI

A 285 Gr. C A 414 Gr. C A

516 Gr. 55

 

 

SPV 24

 

1.0425

 

P265GH

 

HII

 

A 42 CP

 

Fe 410 – 1KW

161 Gr. 400 / 164 Gr.

400 / 224 Gr. 400

 

A 42 RCI

A 414 Gr. E /

A 516 Gr. 60

 

 

1.0481

 

P295GH

 

17 Mn 4

 

A 48 CP

 

Fe 460 – 1KW

 

224 Gr. 490

 

A 47 RCI

A 414 Gr. F /

A 516 Gr. 65

 

SPV 32

1.0473

P355GH

19 Mn 6

A 52 CP

Fe 510 – 1KW

 

A 52 RCI

A 414 Gr. G

SPV 36

1..5415

16Mo3

15 Mo 3

15 D3

15 Mo 3

1503 – 243 B

16 Mo 3

A 204 Gr. B

 

1.7335

13CrMo4-5

13CrMo 4 4

15 CD 4-05

14 CrMo 4.5

620 Gr. 27

14 CrMo 4.5

A 387 Gr. 12

 

1.738

10CrMo9-10

10CrMo 9 10

10 CD 9.10

 

622 Gr. 31

 

A 387 Gr. 22

 

1.7383

11CrMo9-10

 

 

12 CrMO 9.10

 

12 CrMo 9.10

 

 

 

Comparison Table Fine Grain Structural Steels, Thermo Mecanically Rolled

 

Material

EN 10025-4

SEW 083

NFA 36-201

UNI 7382

BS 4360

UNE

ASTM

JIS

1.8818

S275M

StE 275 TM

 

Fe E 275 KGTM

 

 

 

 

1.8819

S275ML

TStE 275 TM

 

Fe E 275 KTTM

 

 

 

 

1.8823

S355M

StE 355 TM

E 355 R

Fe E 355 KGTM

 

 

A 572 Gr. C

 

1.8834

S355ML

TStE 355 TM

E 355 FP

Fe E 355 KTTM

50 EE

 

A 633 Gr. C

 

1.8825

S420M

StE 420 TM

E 420 R

 

 

 

A 572 Gr. 60

 

1.8836

S420ML

TStE 420 TM

E 420 FP

 

 

 

A 633 Gr. E

 

1.8827

S460M

StE 460 TM

E 460 R

Fe E 460 KGTM

 

 

A 572 Gr. 65

 

1.8838

S460ML

TStE 460 TM

E 460 FP

Fe E 460 KGTM

55 EE

 

A 572 Gr. 65

 

 

Comparison Table Fine Grain Structural Steels, Normalized Rolled

 

Material

EN 10025-3

SEW 083

NFA 36-201

UNI 7382

BS 4360

UNE

ASTM

JIS

1.049

S275N

StE 285

 

Fe E 275 KGN

 

 

A 572 Gr. 42

 

1.0491

S275NL

TStE 285

 

Fe E 275 KTN

43 EE

 

A 633 Gr. A

 

1.0545

S355N

StE 355

E 355 R

Fe E 355 KGN

50 E

AE 355 KG

A 572 Gr. 50

 

 

 

1.0546

 

 

S355NL

 

 

TStE 355

 

 

E 355 FP

 

 

Fe E 355 KTN

 

 

50 EE

 

 

AE 355 KT

 

A 633 Gr. C, D A 537 CI. 1

 

1.8902

S420N

StE 420

E 420 R

Fe E 420 KGN

 

AE 420 KG

A 255 Gr. D

SM 490 A

 

 

1.8912

 

 

S420NL

 

 

TStE 420

 

 

E 420 FP

 

 

 

50 F

 

A 633 Gr. E A 572 Gr. 60

A 738 Gr. C

 

 

Comparison Table High Carbon Steels

 

Material

EN 10083-2

DIN 17200

NFA 33-101

UNI 7846

BS 970

UNE 36011

SAE J 403-AISI

JIS G 4051

1.0501

C35

C 35

AF55-C35

C 35

070 M 36

C 35 k

1035

S 35 C

1.0511

C40

C 40

AF60-C45

C 40

070 M 40

 

1038 / 1040

S 40 C

1.0503

C45

C 45

AF65-C45

C 45

070 M 46

C 45 k

1042 / 1045

S 45 C

1.054

C50

C 50

 

 

070 M 50

 

1049 / 1050

S 50 C

1.0535

C55

C 55

AF70-C55

C 55

070 M 55

C 55 k

1055

S 55 C

1.0601

C60

C 60

 

 

070 M 60

 

1060

S 58 C

1.0603

1 C 67

C 67

XC 68

C 67

080A67

 

1070

 

1.0605

1 C 75

C 75

XC 75

C 75

080A72

 

1074

 

 

Comparison Table High Strength Steels for Cold Forming, Normalized

 

Material

EN 10149-3

SEW 092

NFA

UNI

BS 1149

UNE

ASTM

JIS

1.0971

S260NC

QStE 260 N

 

 

 

 

 

 

 

 

 

 

 

HR 40/30

 

 

 

1.0973

S315NC

 

 

 

 

 

 

 

 

 

 

 

 

HR 43/35

 

 

 

1.0977

S355NC

 

 

 

 

 

 

 

 

 

 

 

 

HR 46/40

 

 

 

1.0981

S420NC

QStE 420 N

 

 

 

 

 

 

 

 

 

 

 

HR 50/45

 

 

 

 

Comparison Table Engineering Steels

 

Europe

Belgium

Germany

France

Sweden

International

Italy

Japan

EN 10025-2

(2004)

EN 10025

(1990)

 

NBNA21201

 

DIN 17100

 

NFA35501

 

MNC 850 E

 

ISO 1052

 

UNI 7070

 

JISG

 

 

A 330-1,2

 

 

 

 

 

 

 

 

A-360 1,2,3

 

 

 

 

 

 

 

 

A-410 1,2,3

 

 

 

 

 

 

E295

Fe 490-2

A 490-1,2

St 50-2

A 60-2

15 50-00

Fe E 490

Fe 490

SS 500

 

 

 

 

 

15 50-01

5

 

 

E335

Fe 590-2

A 590-1,2

St 60-2

A 60-2

16 50-00

Fe E 690

Fe 590

 

 

 

 

 

 

16 50-01

 

 

 

E360

Fe 690-2

A 690-1,2

St 70-2

A 70-2

16 55-00

Fe E 690

Fe 690

 

 

 

 

 

 

16 65-01

 

 

 

 

Comparison Table General Purpose Structural St

 

 

Material

 

EN 10025-2

 

DIN 17100

 

NFA 35-501

 

UNI 7070

 

BS 4360

 

UNE 36.080

 

ASTM

 

JIS G3101

 

1.0035

 

S185

 

St 33

 

A 33

 

Fe 320

 

 

A 310-0

A 283 B

A 569 CQ

 

SS 330

 

1.0037

 

S235JR

 

St 37-2

 

E 24-2

 

Fe 360 B

 

40 A

 

A 283 C

A 570 Gr. 33

 

1.0038

S235JR

RSt 37-2

E 24-2 NE

 

40 B

AE 235 B-FN

 

 

1.0116

S235J2+N

St 37-3 N

E 24-4

Fe 360 D

40 D

AE 235 D

 

 

1.0117

S235J2

 

 

 

 

 

 

 

 

1.0044

 

S275JR

 

St 44-2

 

E 28-2

 

Fe 430 B

 

43 B

 

AE 275 B

A 283 D

A 36

 

SS 400

1.0143

S275J0

St 44-3 U

E 28-3

Fe 430 C

43 C

AE 275 C

A 578 Gr. 70

 

1.0144

S275J2+N

St 44-3 N

E 28-4

Fe 430 D

43 D

AE 275 D

A 633 Gr. A

 

1.0145

S275J2

 

 

 

 

 

 

 

 

1.0045

 

S355JR

 

 

E 36-2

 

Fe 510 B

 

50 B

 

AE 355 B

A 572 Gr. 50

A 678 Gr. A

 

SS 490

1.0553

S355J0

St 52-3 U

E 36-3

Fe 510 C

50 C

AE 355 C

A 441

 

1.057

S355J2+N

St 52-3 N

 

Fe 510 D

50 D

AE 355 D

 

 

1.0577

S355J2

 

 

 

 

 

 

 

1.0595

S355K2+N

 

E 36-4

 

50 DD

 

 

 

1.0596

S355K2

 

 

 

 

 

 

 

1.005

E295

St 50-2

A 50-2

Fe 490

 

A 490

 

SS 500

1.006

E335

St 60-2

A 60-2

Fe 590

 

A 590

 

 

1.007

E360

St 70-2

A 70-2

Fe 690

 

A 690

 

 

 

Comparison Table Steel for Offshore Structure – Grade S355/API 2H and 2W – Chemical Compositions

 

Grade

Thickness

(mm)

Delivery

condition

C

P

S

Ni

Mo

Nb

CE (HW)

Pcm

Standard

S355G2+N

≤ 25

N

≤ 0.20

≤ 0.035

≤ 0.030

≤ 0.50

≤ 0.10

≤ 0.060

≤ 0.43

EN 10225

S355G3+N

≤ 40

N

≤ 0.18

≤ 0.030

≤ 0.025

S355G5+M

≤ 25

TMCP

≤ 0.14

≤ 0.035

≤ 0.030

≤ 0.30

≤ 0.20

≤ 0.060

≤ 0.43

S355G6+M

≤ 40

TMCP

≤ 0.030

≤ 0.025

S355G7+N

≤ 150

N

≤ 0.14

≤ 0.030

≤ 0.010

≤ 0.50

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.24

S355G7+M

≤ 100

TMCP

S355G8+N

≤ 150

N

≤ 0.14

≤ 0.030

≤ 0.007 *)

≤ 0.50

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.24

S355G8+M

≤ 100

TMCP

S355G9+N

≤ 40

< 40 ≤ 150

N

≤ 0.12

≤ 0.030

≤ 0.010

≤ 0.70

≤ 0.30 ≤ 0.70

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.22

S355G9+M

≤ 40

< 40 ≤ 75

< 75 ≤ 100

TMCP “

≤ 0.12

≤ 0.030

≤ 0.010

≤ 0.70

< 0.30 ≤ 0.70

≤ 0.08

≤ 0.20

≤ 0.030

≤ 0.41

≤ 0.42

≤ 0.21

≤ 0.22

S355G10+N

≤ 40

< 40 ≤ 150

N

≤ 0.12

≤ 0.015

≤ 0.005 *)

≤ 0.70

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.22

S355G10+M

≤ 40

< 40 ≤ 75

< 75 ≤ 100

TMCP “

≤ 0.12

≤ 0.015

≤ 0.005 *)

≤ 0.70

< 0.30 ≤ 0.70

≤ 0.08

≤ 0.20

≤ 0.040

≤ 0.41

≤ 0.42

≤ 0.21

≤ 0.22

API211-50(T)

≤ 50.8

< 50.8 ≤ 101.6

N

≤ 0.18

≤ 0.030

≤ 0.010

0.005-0.05

≤ 0.43

≤ 0.45

API 2H

API2W-50(T)

≤ 38.1

< 38.1 ≤ 88.9

< 88.9 ≤ 152.6

TMCP “

≤ 0.16

≤ 0.030

≤ 0.010

≤ 0.75

≤ 0.08

≤ 0.030

≤ 0.39

≤ 0.41

≤ 0.43

≤ 0.23

≤ 0.24

API 2W “

355EM

≤ 40

< 40 ≤ 75

< 75 ≤ 150

N/TMCP “

≤ 0.15

≤ 0.025

≤ 0.015

≤ 0.45

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.44

≤ 0.45

BS7191 “

355EMZ

≤ 40

< 40 ≤ 75

< 75 ≤ 150

N/TMCP “

≤ 0.15

≤ 0.025

≤ 0.005 *)

≤ 0.45

≤ 0.08

≤ 0.040

≤ 0.43

≤ 0.44

≤ 0.45

BS7191 “

E36/EH36

(max 100 mm)

≤ 50

< 50 ≤ 100

< 100 ≤ 150

N/TMCP “

≤ 0.18

≤ 0.025

≤ 0.025

≤ 0.40

≤ 0.08

≤ 0.02 – 0.05

≤  0.38 *)

≤  0.40 **)

≤  0.41 **)

Ship NV-rules Mobile Offsh.units

*) Low sulphur content, in order to fulfil the requirements on tensile test in through thickness direction. Verification, if corresponding option is required (EN 10225, option 13 or BS 7191, option B24).

 

**) For TMPC only

 

Grade S355N – Comparison of Tensile Strength

 

 

 

BS7191

 

 

EN 10255 Norsok

 

API 2H

Shipbuilding rules

LR/GL/NV

 

355 N

 

355EM / EMZ

 

S355G2+N

 

S355G3+N

S355G7+N

 

API 2H-50

 

e. g. E 36 / EH 36

S355G8+N

S355G9+N

S355G10+N

Thick. [mm]

Tensile strength Rm [MPa]

≤25

460 – 620

470 – 630

470 – 630

470 – 630

483 – 620

490 – 620

> 25 ≤40

> 40 ≤100

> 100 ≤150

 

Grade S355N – Comparison of Yield Strength

 

 

 

BS7191

 

 

EN 10255 Norsok

 

API 2H

Shipbuilding rules

LR/GL/NV

 

355 N

 

355EM / EMZ

 

S355G2+N

 

S355G3+N

S355G7+N

 

API 2H-50

 

e. g. E 36 / EH 36

S355G8+N

S355G9+N

S355G10+N

Thick. [mm]

Yield strength Rm [MPa]

> 25 ≤40

≥345

≥345

> 40 ≤63

≥340

≥335

> 63 ≤80

≥325

≥325

≥325*)

> 80 ≤100

≥325

> 100 ≤120

≥315

> 120 ≤150

≥305

≥320

*)Rp0.2

 

Grade S355N – Comparison of Toughness

 

 

 

BS7191

 

 

EN 10255 Norsok

 

API 2H

Shipbuilding rules

LR/GL/NV

 

355 N

 

355EM / EMZ

 

S355G2+N

 

S355G3+N

S355G7+N

 

API 2H-50

 

e. g. E 36 / EH 36

S355G8+N

S355G9+N

S355G10+N

 

Minimum Impact Energy Av [Joule] – transverse (average/single) – at a test temperature of

-40 oC

-40 oC

-40 oC

-40 oC

-40 oC

-40 oC

Surface

50 / 35

50 / 35

50 / 35

50 / 35

All thickness

 

 

 

 

 

41/34

 

< 40 mm

24/17

< 50 mm

 

 

 

 

 

 

Quarter thick.

 

 

 

 

41/34

 

>40

27 /19

> 50 < 70

34 / 24

> 70 < 150

 

 

 

 

 

 

Mid-thickness

 

 

 

 

 

 

All

thicknesses

 

50 / 35

 

 

 

50 / 35

 

 

> 40 mm

 

 

 

 

 

 

 

Grade 355 TMCP – Comparison of Tensile Strength

 

BS 7191

EN

10225 / NORSOK

API 2W

Shipbuilding rules LR / GL / NV etc.

355 TMPC           355EM/EMZ

S355G5+M

S355G6+M

355G7+M

355G8+M S355G9+M S355G10+M

API 2W-50

e.g. E 36 / EH 36

Thick. (mm)

≤ 25                   460 – 620

>  25 ≤ 40                      “

>  40 ≤ 100                     “

>  100 ≤ 150                    “

 

470 – 610

Tensile stre

470 – 610 “

ngth Rm (Mpa

470 – 630 “

)

≥ 483

 

490 – 620 “

 

Grade 355 TMCP – Comparison of Yield Strength

 
  

 

Grade 355 TMCP – Comparison of Toughness

 

BS 7191

EN

10225 / NORSOK

API 2W

Shipbuilding rules LR / GL / NV etc.

355 TMPC          355EM/EMZ

S355G5+M

S355G6+M

355G7+M

355G8+M S355G9+M S355G10+M

API 2W-50

e.g. E 36 / EH 36

Minimum Impact E

nergy A (Joule)

– transverse

(average/singl

e) – at a test tem

p. of

 

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

Surface

 

 

 

 

 

 

All thicknesses

50/35

50/35

50/35

50/35

≤ 40 mm

41/34

≤ 50 mm

24/17

Quarter thick.

 

 

 

 

 

 

>  40

41/34

> 50 ≤ 70

27/19

> 70 ≤ 150

34/24

Mid-thick.

 

 

 

 

 

 

All thicknesses

>  40

50/35

50/35

 

355 N and TMCP – Comparison of Yield to Tensile Strength Ratios

 

 

BS 7191

EN 10225 / NORSOK

API

Shipbuilding rules LR / GL / NV etc.

355 N

355EM/EMZ

S355G2+N

S355G3+N

355G7+N

355G8+N S355G9+N S355G10+N

API 2H-50

e.g. E 36 / EH 36

 

Thick. (mm)

Tensile strength

Rm (Mpa)

 

 

 

 

 

≤ 16

Info

0.87

0.87

0.87

>  16

0.85

0.85

0.85

 

 

 

 

 

 

 

355 TMPC

355EM/EMZ

S355G5+M

S355G6+M

355G7+M

355G8+M S355G9+M S355G10+M

API 2W-50

e.g. E 36 / EH 36

 

Thick. (mm)

Tensile strength

Rm (Mpa)

 

 

 

 

 

≤ 16

Info

0.93 *)

0.93 *)

0.93 *)

>  16

0.90

0.90

0.90

*) for plates max 10 mm, alternative yield to tensile strength ratio may be agreed.

 

420 / 450 / 460 TMCP – Comparison of Tensile Strength

 

 

 

TMPC

BS 7191

EN 10225

NORSOK (EN 10225)

API 2W

Shipbuilding rules (e.g. NV) Mobile Offshore units

450EM/EMZ

S420G1/G2+M

S460G1/G2+M

S420G1/G2+M

S460G1/G2+M

API 2W-60

E40

E420

E460

Thick. (mm)

Tensile strength Rm (Mpa)

≤ 16

550 – 620

500 – 660

540 – 700

500 – 660

550 – 700

≥ 518

510 – 650

530 – 680

570 – 620

> 16 ≤ 20

530 – 690

> 20 ≤ 25

> 25 ≤ 40

520- 680

> 40 ≤ 63

480 – 640

515 – 675

≤ 50 mm

> 63 ≤ 75

505 – 665

> 75 ≤ 80

> 80 ≤ 100

500 – 660

 

420 / 450 / 460 TMCP – Comparison of Yield Strength

 

 

 

TMPC

BS 7191

EN 10225

NORSOK (EN 10225)

API 2W

Shipbuilding rules (e.g. NV)

Mobile Offshore units

450EM/EMZ

S420G1/G2+M

S460G1/G2+M

S420G1/G2+M

S460G1/G2+M

API 2W-60

E40

E420

E460

Thick. (mm)

Tensile strength Rm (Mpa)

≤ 16

≥ 450

≥ 420

≥ 460

≥ 420

≥ 460

414 – 620 *)

≥ 390

≥ 420

≥ 460

> 16 ≤ 20

≥ 430

≥ 400

≥ 440

> 20 ≤ 25

> 25 ≤ 40

≥ 415

≥ 420

414 – 586 *)

> 40 ≤ 63

≥ 390

≥ 415

≤ 50 mm

> 63 ≤ 75

≥ 380

≥ 405

> 75 ≤ 80

> 80 ≤ 100

≥ 400

 

420 / 450 / 460 TMCP – Comparison of Toughness

 

 

BS 7191

EN 10225

NORSOK (EN 10225)

API 2

Shipbuilding rules (e.g. NV)

Mobile Offshore units

TMPC

450EM/EMZ

S420G1/G2+M

S460G1/G2+M

S420G1/G2+M

S460G1/G2+M

API 2W-60

E40

E420

E460

 

Minimum Impact Energy A (Joule) – transverse (average/single) – at a test temparature of

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

Surface

 

 

 

 

 

 

 

 

 

All Thicknesses

60/42

60/42

60/42

60/42

60/42

≤ 50 mm

27/19

28/20

31/22

Quarter thickn.

 

 

 

 

 

 

 

 

 

> 50 mm

27/19

28/20

31/22

Mid. Thickness

 

 

 

 

 

 

 

 

 

All Thicknesses

 

 

 

 

 

41/43

> 40 mm

60/42

60/42

60/42

60/42

60/42

 

420 / 450 / 460 Q+T – Comparison of Tensile Strength

 

 

 

Q + T

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

Shipbuilding rules (e.g. NV)

Mobile Offshore units

450EM/EMZ

S420G1/G2+Q

S460G1/G2+Q

S420G1/G2+Q

S460G1/G2+Q

API 2Y-60

E40

E420

E460

Thick. (mm)

Tensile strength Rm (Mpa)

≤ 16

550 – 620

500 – 660

540 – 700

500 – 660

550 – 700

≥ 518

510 – 650

530 – 680

570 – 620

> 16 ≤ 20

530 – 690

> 20 ≤ 25

> 25 ≤ 40

520- 680

> 40 ≤ 63

480 – 640

515 – 675

> 63 ≤ 75

505 – 665

> 75 ≤ 80

> 80 ≤ 100

500 – 660

 

420 / 450 / 460 Q+T – Comparison of Yield Strength

 

 

 

Q + T

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

Shipbuilding rules (e.g. NV)

Mobile Offshore units

450EM/EMZ

S420G1/G2+Q

S460G1/G2+Q

S420G1/G2+Q

S460G1/G2+Q

API 2Y-60

E40

E420

E460

Thick. (mm)

Yield strength Rm (Mpa)

≤ 16

≥ 450

≥ 420

≥ 460

≥ 420

≥ 460

414 – 620 *)

≥ 390

≥ 420

≥ 460

> 16 ≤ 20

≥ 430

≥ 400

≥ 440

> 20 ≤ 25

> 25 ≤ 40

≥ 415

≥ 420

414 – 586 *)

> 40 ≤ 63

≥ 390

≥ 415

> 63 ≤ 75

≥ 380

≥ 405

> 75 ≤ 80

> 80 ≤ 100

≥ 400

 

420 / 450 / 460 Q+T – Comparison of Toughness

 

 

 

TMPC

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

Shipbuilding rules (e.g. NV)

Mobile Offshore units

450EM/EMZ

S420G1/G2+M

S460G1/G2+M

S420G1/G2+M

S460G1/G2+M

API 2Y-60

E40

E420

E460

 

Minimum Impact Energy A (Joule) – transverse (average/single) – at a test temparature of

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

– 40◦C

Surface

 

 

 

 

 

 

 

 

 

All Thicknesses

60/42

60/42

60/42

60/42

60/42

≤ 50 mm

27/19

28/20

31/22

Quarter thickn.

 

 

 

 

 

 

 

 

 

> 50 mm

27/19

28/20

31/22

Mid. Thickness

 

 

 

 

 

 

 

 

 

All Thicknesses

41/43

> 40 mm

60/42

60/42

60/42

60/42

60/42

 

 

EN Standard

Retningsgivende analyser

NS EN 10 088

C

Cr

Ni

Mo

Andre

Nummer

Betegnelse

max

 

 

Generelt bruksområde vedr. korrosjon

 

 

Austenittisk

1.4307

x 2 cr Ni 18-9

0,03

17,0-19,0

8,0-10,0

1.4311

x 2 Cr Ni N 18-10

0,03

17,0-19,0

8,0-11,0

N

1.4301

x 5 Cr Ni 18-10

0,05

17,0-19,0

8,0-10,0

1.4541

x 6 Cr Ni Ti 18-10

0,08

17,0-19,0

9,0-12,0

Ti

1.4401

x 5 Cr Ni Mo 17-12-2

0,05

16,5-18,5

10,0-13,0

2-2,5

1.4404

x 2 Cr Ni Mo 17-12-2

0,03

16,5-18,5

10,0-13,0

2-2,5

1.4571

x 6 Cr Ni Mo Ti 17-12-2

0,08

16,5-18,5

10,5-14,0

2-2,5

Ti

1.4432

x 2 Cr Ni Mo 17-12-3

0,03

16,5-18,0

10,5-13,0

2,5-3

 

 

 

Duplex

1.4162

x 2 Cr Ni N 22-5-2

0,04

21,0-22,0

1,35-1,70

0,1-0,8

Cu,N,Mn

1.4362

x 2 Cr Ni N 23-4

0,03

23,0

4,0

N

1.4460

x 3 Cr Ni Mo N 27-5-2

0,03

24,0-27,0

4,5-7,0

1,3-2,0

N

 

 

Andre

 

1.4418

 

x 4 Cr Ni Mo 16-5-1

 

0,05

 

15,0-17,0

 

4,0-6,0

 

0,8-1,5

 

 

 

Utsatt bruksområde vedr. korrosjon

 

 

Austenittisk

1.4435

x 2 Cr ni Mo 18-4-3

0,03

17,0-19,0

12,5-15,0

2,5-3,0

1.4429

x 2 Cr Ni Mo N 17-13-3

0,03

16,5-18,5

9,5-13,0

2,5-3,0

N

1.4436

x 3 Cr Ni Mo 17-13-3

0,03

16,0-18,5

10,5-13,0

2,5-3,0

1.4438

x 2 Cr Ni Mo 18-15-4

0,03

17,5-19,5

13,5-17,0

3,0-4,0

1.4539

x 1 Ni Cr Mo Cu 25-20-5

0,02

19,0-21,0

24,0-26,0

4,0-5,0

Cu

1.4547

x 1 Cr Ni Mo Cu N 20-18-7

0,02

19,5-20,5

17,5-18,5

6,0-6,5

Cu, N

 

 

Duplex

1.4410

x 2 Cr Ni Mo N 25-7-4

0,03

24,0-26,0

6,0-8,0

3,0-4,5

N

1.4462

x 2 Cr Ni Mo N 22-5-3

0,03

21,0-23,0

4,5-6,5

2,5-3,5

N

 

 

Varmefast

 

 

Austenittisk

1.4835

x 9 Cr Ni Si N Ce 21-11-2

0,12

20,0-22,0

10,0-12,0

 

Si,N,Ce

1.4845

x 8 Cr Ni 25-21 *)

0,08

24,0-26,0

19,0-22,0

1.4841

x 15 Cr Ni Si 25-21 *)

0,20

24,0-26,0

19,0-22,0

 

 

Automat

 

Auste- nittisk

 

4305

 

x 8 Cr Ni S 18-9

 

0,10

 

17,0-19,0

 

8,0-10,0

 

0,6

 

S

 

 

 

Duplex

 

UNS S32003

0,03

19,5-22,5

3,0-4,0

1,5-2,0

N,Mn

 

Verdiene i tabellen er basert på tilgjengelige standarder, og ovennevnte opplysninger må betraktes som retningsgivende.

* EN 10 095

 

 

Nasjonale rustfrie standarder

Mekaniske standarder

 

Svensk

USA

 

Andre

Min. Re 0,2 N/mm²

Rm N/mm²

A5

%

Skalnings- temperatur

Øvrige

SS

AISI (UNS)

bemerkninger

 

 

Generelt bruksområde vedr. korrosjon

 

 

Austenittisk

2352

304 L

190

480-680

40

850ºC

Sveisbar

2371

304 LN

270

550-750

35

850ºC

Sveisbar

2333

304

210

500-700

40

850ºC

Sveisbar

2337

321

210

510-710

35

850ºC

Sveisbar

2347

316

220

510-710

40

850ºC

Sveisbar

2348

316 L

210

490-690

40

850ºC

Sveisbar

2350

316 Ti

220

510-710

35

850ºC

Sveisbar

2343

316 L

200

500-700

30

850ºC

Sveisbar

 

 

Duplex

 

S32101

LDX2101

450

650-800

30

 

Sveisbar

2327

S 32304

SAF2304

400

600-820

25

1000ºC

Sveisbar

2324

329

450

600-800

20

1070ºC

Sveisbar

 

 

Andre

 

2387

 

 

 

620

 

830-1030

 

15

 

850ºC

 

Sveisbar

 

 

Utsatt bruksområde vedr. korrosjon

 

 

Austenittisk

2353

316 L

210

490-690

40

850ºC

Sveisbar

2375

316 LN

290

580-780

35

850ºC

Sveisbar

2343

316

220

510-710

40

850ºC

Sveisbar

2367

317 L

220

490-690

35

850ºC

Sveisbar

2562

N 08904

904 L

220

500-750

35

1000ºC

Sveisbar

2378

S 31254

254 SOM

300

650-850

35

1000ºC

(Sveisbar)

 

 

Duplex

2377

S31803

SAF2205

480

680-880

25

(Sveisbar)

 

 

Varmefast

 

 

Austenittisk

 

 

2361

 

 

310 S

 

 

 

 

 

 

max. 780

 

 

 

 

1150ºC

 

 

Sveisbar

230

550-750

28

1150ºC

Sveisbar

 

 

Automat

Auste- nittisk

 

2346

 

303

 

 

210

 

490-780

 

35

 

850ºC

 

Sveisbar

 

 

 

Duplex

 

 

532003

 

AT120030

min. 450-485

min. 655-695

min. 25

1000ºC

Sveisbar

 

Comparison Table Stainless Steels

 

U.S.A.

GERMANY

FRANCE

JAPAN

ITALY

SWEDEN

U.K.

U.E.

SPAIN

RUSSIA

AISI

DIN 17006

W.N. 17007

AFNOR

JIS

UNI

SIS

BSI

EURONORM

UNE

GOST

201

 

 

 

SUS 201

 

 

 

 

 

 

301

X 12 CrNi 17 7

jan.10

Z 12 CN 17-07

SUS 301

X 12 CrNi 1707

23 31

301S21

X 12 CrNi 17 7

X 12 CrNi 17-07

 

302

X 5 CrNi 18 7

jan.19

Z 10 CN 18-09

SUS 302

X 10 CrNi 1809

23 31

302S25

X 10 CrNi 18 9

X 10 CrNi 18-09

12KH18N9

303

X 10 CrNiS 18 9

1.4305

Z 10 CNF 18-09

SUS 303

X 10 CrNiS 1809

23 46

303S21

X 10 CrNiS 18 9

X 10 CrNiS 18-09

 

303 Se

 

 

Z 10 CNF 18-09

SUS 303 Se

X 10 CrNiS 1809

 

303S41

 

X 10 CrNiS 18-09

12KH18N10E

304

X 5 CrNi 18 10 X 5

CrNi 18 12

1.4301 1.4303

Z 6 CN 18-09

SUS 304

X 5 CrNi 1810

23 32

304S15

304S16

X 6 CrNi 18 10

X 6 CrNi 19-10

08KH18N10

06KH18N11

304 N

 

 

 

SUS 304N1

X 5 CrNiN 1810

 

 

 

 

 

304 H

 

 

 

SUS F 304H

X 8 CrNi 1910

 

 

 

X 6 CrNi 19-10

 

304 L

X 2 CrNi 18 11

1.4306

Z 2 CN 18-10

SUS 304L

X 2 CrNi 1911

23 52

304S11

X 3 CrNi 18 10

X 2 CrNi 19-10

03KH18N11

 

X 2 CrNiN 18 10

1.4311

Z 2 CN 18-10-

Az

SUS 304LN

X 2 CrNiN 1811

23 71

 

 

 

 

305

 

 

Z 8 CN 18-12

SUS 305

X 8 CrNi 1812

23 33

305S19

X 8 CrNi 18 12

X 8 CrNi 18-12

 

 

 

 

Z 6 CNU 18-10

SUS XM7

 

 

 

X 6 CrNiCu 18 10 4 Kd

 

 

309

X 15 CrNiSi 20 12

1.4828

Z 15 CN 24-13

SUH 309

X 16 CrNi 2314

 

309S24

X 15 CrNi 23 13

 

 

309 S

 

 

 

SUS 309S

X 6 CrNi 2314

 

 

X 6 CrNi 22 13

 

 

310

X 12 CrNi 25 21

1.4845

 

SUH 310

X 22 CrNi 2520

 

310S24

 

 

20KH23N18

310 S

X 12 CrNi 25 20

1.4842

Z 12 CN 25-20

SUS 310S

X 5 CrNi 2520

23 61

 

X 6 CrNi 25 20

 

10KH23N18

314

X 15 CrNiSi 25 20

1.4841

Z 12 CNS 25-20

 

X 16 CrNiSi 2520

 

 

X 15 CrNiSi 25 20

 

20KH25N20S2

316

X 5 CrNiMo 17 12 2

1.4401

Z 6 CND 17-11

SUS 316

X 5 CrNiMo 1712

23 47

316S31

X 6 CrNiMo 17 12 2

X 6 CrNiMo 17-12-03

 

316

X 5 CrNiMo 17 13 3

1.4436

Z 6 CND 17-12

SUS 316

X 5 CrNiMo 1713

23 43

316S33

X 6 CrNiMo 17 13 3

X 6 CrNiMo 17-12-03

 

316 F

X 12 CrNiMoS 18 11

1.4427

 

 

 

 

 

 

 

 

316 N

 

 

 

SUS 316N

 

 

 

 

 

 

316 H

 

 

 

SUS F 316H

X 8 CrNiMo 1712

 

 

 

X 5 CrNiMo 17-12

 

316 H

 

 

 

 

X 8 CrNiMo 1713

 

 

 

X 6 CrNiMo 17-12-03

 

316 L

X 2 CrNiMo 17 13 2

1.4404

Z 2 CND 17-12

SUS 316L

X 2 CrNiMo 1712

23 48

316S11

X 3 CrNiMo 17 12 2

X 2 CrNiMo 17-12-03

03KH17N14M2

 

 

 

 

 

 

 

 

 

 

 

 

X 2 CrNiMoN 17 12

2

1.4406

Z 2 CND 17-12-

Az

SUS 316LN

X 2 CrNiMoN 1712

 

 

 

 

 

316 L

X 2 CrNiMo 18 14 3

1.4435

Z 2 CND 17-13

 

X 2 CrNiMo 1713

23 53

316S13

X 3 CrNiMo 17 13 3

X 2 CrNiMo 17-12-03

03KH16N15M3

 

X 2 CrNiMoN 17 13

3

1.4429

Z 2 CND 17-13-

Az

 

X 2 CrNiMoN 1713

23 75

 

 

 

 

 

X 6 CrNiMoTi 17 12

2

1.4571

Z6 CNDT 17-12

 

X 6 CrNiMoTi 1712

23 50

320S31

X 6 CrNiMoTi 17 12 2

X 6 CrNiMoTi 17-12-03

08KH17N13M2T

10KH17N13M2T

 

X 10 CrNiMoTi 18 12

1.4573

 

 

X 6 CrNiMoTi 1713

 

320S33

X 6 CrNiMoTI 17 13 3

X 6 CrNiMoTi 17-12-03

08KH17N13M2T

10KH17N13M2T

 

X 6 CrNiMoNb 17 12

2

1.4580

Z 6 CNDNb 17-

12

 

X 6 CrNiMoNb

1712

 

 

X 6 CrNiMoNb 17 12 2

 

08KH16N13M2B

 

X 10 CrNiMoNb 18

12

1.4583

 

 

X 6 CrNiMoNb

1713

 

 

X 6 CrNiMoNb 17 13 3

 

09KH16N15M3B

317

 

 

 

SUS 317

X 5 CrNiMo 1815

23 66

317S16

 

 

 

317 L

X 2 CrNiMo 18 16 4

1.4438

Z 2 CND 19-15

SUS 317L

X 2 CrNiMo 1815

23 67

317S12

X 3 CrNiMo 18 16 4

 

 

317 L

X 2 CrNiMo 18 16 4

1.4438

Z 2 CND 19-15

SUS 317L

X 2 CrNiMo 1816

23 67

317S12

X 3 CrNiMo 18 16 4

 

 

330

X 12 NiCrSi 36 16

jan.64

Z 12NCS 35-16

SUH 330

 

 

 

 

 

 

321

X 6 CrNiTi 18 10 X

12 CrNiTi 18 9

1.4541 1.4878

Z 6 CNT 18-10

SUS 321

X 6 CrNiTi 1811

23 37

321S31

X 6 CrNiTi 18 10

X 6 CrNiTi 18-11

08KH18N10T

321 H

 

 

 

SUS 321H

X 8 CrNiTi 1811

 

321S20

 

X 7 CrNiTi 18-11

12KH18N10T

329

X 8 CrNiMo 27 5

1.4460

 

SUS 329J1

 

23 24

 

 

 

 

347

X 6 CrNiNb 18 10

1.4550

Z 6 CNNb 18-10

SUS 347

X 6 CrNiNb 1811

23 38

347S31

X 6 CrNiNb 18 10

X 6 CrNiNb 18-11

08KH18N12B

347 H

 

 

 

SUS F 347H

X 8 CrNiNb 1811

 

 

 

X 7 CrNiNb 18-11

 

904L

 

1.4939

Z 12 CNDV 12-

02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X 20 CrNiSi 25 4

1.4821

 

 

 

 

 

 

 

 

UNS31803

X 2 CrNiMoN 22 5

1.4462

 

 

 

 

 

 

 

 

UNS32760

X 3 CrNiMoN 25 7

jan.01

Z 3 CND 25-

 

 

 

 

 

 

 

403

X 6 Cr 13 X 10 Cr 13

X 15 Cr 13

1.4000 1.4006

1.4024

Z 12 C 13

SUS 403

X 12 Cr 13

23 02

403S17

X 10 Cr 13 X 12 Cr 13

X 6 Cr 13

12Kh13

405

X 6 CrAl 13

1.4002

Z 6 CA 13

SUS 405

X 6 CrAl 13

 

405S17

X 6 CrAl 13

X 6 CrAl 13

 

 

X 10 CrAl 7

1.4713

Z 8 CA 7

 

 

 

 

X 10 CrAl 7

 

 

 

X 10 CrAl 13

1.4724

 

 

X 10 CrAl 12

 

 

 

 

10Kh13SYu

 

X 10 CrAl 18

1.4742

 

 

 

 

 

X 10 CrSiAl 18

 

15Kh18SYu

 

 

 

 

 

 

 

 

 

 

 

409

X 6 CrTi 12

1.4512

Z 6 CT 12

SUH 409

X 6 CrTi 12

 

409S19

X 5 CrTi 12

 

 

 

 

 

 

 

X 2 CrTi 12

 

 

 

 

 

410

X 6 Cr 13 X 10 Cr 13

X 15 Cr 13

1.4000 1.4006

1.4024

Z 10 C 13 Z 12

C 13

SUS 410

X 12 Cr 13

23 02

410S21

X 12 Cr 13

X 12 Cr 13

12Kh13

410 S

X 6 Cr 13

1.4000

Z 6 C 13

SUS 410S

X 6 Cr 13

23 01

403S17

X 6 Cr 13

 

08Kh13

414

 

 

 

 

 

 

 

 

 

 

 

These are austenitic grades These are ferritic grades

These are ferritic-austenitic grades

(otherwise known as Duplex and Superduplex)

 

 

Comparison Table Stainless Steels Chemical Composition

 

 

Standard of Country

 

 

 

 

Chemical Composition

 

 

 

 

USA

German

UK

Japan

 

C Max

 

SI Max

 

Mn Max

 

P max

 

S Max

 

Ni

 

Cr

 

Mo

AISI

W-Nr

DIN KURZNAME

BS

JIS

301

14310

X12Cr Ni 177

301S21

SUS 301

0.15

1

2

0.045

0.03

6.00-8.00

16.00-18.00

304

14301

XDCr Ni 189

304S16

SUS304

0.08

1

2

0.045

0.03

8.00-10.50

18.00-20.00

304L

14306

X3Cr Ni 89

304S12

SUS 304L

0.03

1

2

0.045

0.03

9.00-13.00

18.00-20.00

305

14303

X5Cr Ni 1911

305S19

SUS 305

0.12

1

2

0.045

0.03

10.50-13.00

17.00-19.00

310S

14841

X 15 Cr Ni Si 2520

310S24

SUS 310S

0.08

01.mai

2

0.045

0.03

19.00-22.00

24.00-26.00

316

14401

X15 Cr Ni Mo 1810

306S16

SUS 316

0.08

1

2

0.045

0.03

10.00-14.00

16.00-18.00

2.00-3.00

316L

14435

X15 Cr Ni Mo 1812

306S12

SUS 316 L

0.03

1

2

0.045

0.03

12.00-15.00

16.00-18.00

2.00-3.00

430

14016

X8Cr 17

430S17

SUS 430

0.12

0.75

1

0.04

0.03

0.6

16.00-18.00

434

14113

SUS 434

0.12

1

1

0.04

0.03

0.6

16.00-18.00

0.75-1.25

410

14006

X10 Cr 13

410S21

SUS 410

0.15

1

1

0.04

0.03

0.6

11.50-13.50

420

14021

X 20 Cr 13

420S29

SUS 420 J1

0.16-0.25

1

1

0.04

0.03

0.6

12.00-14.00

420

14034

X 40 Cr 13

420S45

SUS 420 J2

0.26 – 0.40

1

1

0.04

0.03

0.6

12.00-14.00

Comparison Table Stainless Steels Mechanical Properties

 

 

 

Standard of Country

 

 

 

 

 

Mechanical Properties

 

 

USA

German

UK

Japan

Tensile test(min)

Hardness (Max)

 

AISI

 

W-Nr

 

DIN KURZNAME

 

BS

 

JIS

Y/S

 

T/S

 

 

Elongation

 

HB

 

HRB

 

Hv

kg/mm2

N/mm2

kgf/mm2

N/mm2

301

14310

X12Cr Ni 177

301S21

SUS 301

21

206

53

520

40

187

90

200

304

14301

XDCr Ni 189

304S16

SUS304

21

206

53

520

40

187

90

200

304L

14306

X3Cr Ni 89

304S12

SUS 304L

18

177

49

481

40

187

90

200

305

14303

X5Cr Ni 1911

305S19

SUS 305

18

177

49

481

40

187

90

200

310S

14841

X 15 Cr Ni Si 2520

310S24

SUS 310S

21

206

53

520

40

187

90

200

316

14401

X15 Cr Ni Mo 1810

306S16

SUS 316

21

206

53

520

40

187

90

200

316L

14435

X15 Cr Ni Mo 1812

306S12

SUS 316 L

18

177

49

481

40

187

90

200

430

14016

X8Cr 17

430S17

SUS 430

21

206

46

451

22

183

88

200

434

14113

SUS 434

21

206

46

451

22

183

88

200

410

14006

X10 Cr 13

410S21

SUS 410

21

206

45

441

20

200

93

210

420

14021

X 20 Cr 13

420S29

SUS 420 J1

23

226

53

520

18

223

97

234

420

14034

X 40 Cr 13

420S45

SUS 420 J2

23

226

55

539

18

235

99

247

 

NS – EN 10029

Varmvalsede stålplater med en tykkelse på 3 mm eller mer

Toleranser på dimensjon og form

 

Tabell 1 – TYKKELSESTOLERANSER (alle mål i mm)

 

 

Nominell tykkelse

Toleranser for nominell tykkelse

Klasse A

Klasse B

Klasse C

Klasse D

Nedre

grense

Øvre

grense

Nedre

grense

Øvre

grense

Nedre

grense

Øvre

grense

 

Nedre grense

 

Øvre grense

≥ 3 < 5

-0,3

0,7

-0,3

0,7

0,0

1,0

-0,5

0,5

≥ 5 < 8

-0,4

0,8

-0,3

0,9

0,0

1,2

-0,6

0,6

≥ 8 < 15

-0,5

0,9

-0,3

1,1

0,0

1,4

-0,7

0,7

≥ 15 < 25

-0,6

1,0

-0,3

1,3

0,0

1,6

-0,8

0,8

≥ 25 < 40

-0,7

1,3

-0,3

1,7

0,0

2,0

-1,0

1,0

≥ 40 < 80

-0,9

1,7

-0,3

2,3

0,0

2,6

-1,3

1,3

≥ 80 < 150

-1,1

2,1

-0,3

2,9

0,0

3,2

-1,6

1,6

≥ 150 ≤ 250

-1,2

2,4

-0,3

3,3

0,0

3,6

-1,8

1,8

≥ 250 ≤ 400

-1,3

3,5

-0,3

4,5

0,0

4,8

-2,4

2,4

 

Klasse A: nedre grense avhengig av nominell tykkelse. Klasse B: for fastsatt nedre grense på – 0,3 mm.

Klasse C:  nedre grense 0 mm. Klasse D: for symmetrisk toleranse.

 

 

 

Tabell 2 – BREDDETOLERANSE

(alle mål i mm )

Tabell 3 – LENGDETOLERANSE (alle mål i mm

Nominell lengde

Nedre grense

Øvre grense

< 4000

0

20

≥ 4000 < 6000

0

30

≥ 6000 < 8000

0

40

≥ 8000 < 10000

0

50

≥ 10000 < 15000

0

75

≥ 15000 < 20000

0

100

 

 

)

 

Nominell bredde

Nedre

Øvre

grense

grense

< 40

0

20

≥ 40 < 150

0

25

≥ 150 ≤ 400

0

30

 

Tabell 4 – PLANHET, Normal planhetstoleranser, klasse N

 

 

Ståltype L

Ståltype H

Nominell

Målelengde

tykkelse

1000

2000

1000

2000

≥ 3 < 5

9

14

12

17

≥ 5 < 8

8

12

11

15

≥ 8 < 15

7

11

10

14

≥ 15 < 25

7

10

10

13

≥ 25 < 40

6

9

9

12

≥ 40 < 250

5

8

8

11

≥ 250 < 40

6

9

9

13

 

Ståltype L:     Produkter med spesifisert min flytegrense ≤ 460 N/mm2, og som ikke er herdede eller seigherdede.

Ståltype H:     Produkter med spesifisert min flytegrense > 460 N/mm2 og < 700 N/mm2 og alle herdede og seigherdede produkter.

 

Tabell 5 – Spesielle toleranser for planhet (klasse S)

 

 

Ståltype L

Ståltype H

Nominell

Målelengde

tykkelse

1000

2000

1000

2000

≥ 3 < 5

5

10

7

14

≥ 5 < 8

5

10

7

13

≥ 8 < 15

3

6

7

12

≥ 15 < 25

3

6

7

11

≥ 25 < 40

3

6

7

11

≥ 40 < 250

3

6

6

10

≥ 250 < 40

4

7

7

11

 

NS – EN 10051

Varmvalsede coil og plater

Toleranser på dimensjon og form

tykkelse 2 – 2,5 mm / bredde 600 – 2200 mm

 

Tabell 1 – ANVENDELSESOMRÅDE

 

Produkt

Tykkelse

Stål kvaliteter i hht

mm

(men ikke begrenset til)

 

 

 

 

 

 

Coil og plater f.o.m. 600

t.o.m. 2200

 

 

 

 

 

 

 

≤ 25

EN 10025-2 til -6

 

EN 10028-2 til -6

EN 10083-2 og 3

EN 10084

EN 10085

EN 10111

EN 10120

EN 10149-2 og 3

EN 10207

prEN 10338

EN ISO 4957

 

Tabell 2 – TYKKELSESTOLERANSER for plater og coil egnet for kaldforming (alle mål i mm)

 

Toleranser for en nominell bredde

Nominell tykkelse

≤ 1200

> 1200

> 1500

>1800

t

 

≤ 1500

≤ 1800

 

≤ 2,00

± 0,13

± 0,14

± 0,16

> 2,00

≤ 2,50

± 0,14

± 0,16

± 0,17

± 0,19

> 2,50

≤ 3,00

± 0,15

± 0,17

± 0,18

± 0,20

> 3,00

≤ 4,00

± 0,17

± 0,18

± 0,20

± 0,20

> 4,00

≤ 5,00

± 0,18

± 0,20

± 0,21

± 0,22

> 5,00

≤ 6,00

± 0,20

± 0,21

± 0,22

± 0,23

> 6,00

≤ 8,00

± 0,22

± 0,23

± 0,23

± 0,26

> 8,00

≤ 11,00

± 0,24

± 0,25

± 0,25

± 0,28

 

Tabell 3 – TYKKELSESTOLERANSER for plater og coil med minimum flytegrense Re ≤ 300 MPa (kategori A) (alle mål i mm)

 

Toleranser for en nominell bredde

Nominell tykkelse

≤ 1200

> 1200

> 1500

>1800

t

 

≤ 1500

≤ 1800

 

≤ 2,00

± 0,17

± 0,19

± 0,21

> 2,00

≤ 2,50

± 0,18

± 0,21

± 0,23

± 0,25

> 2,50

≤ 3,00

± 0,20

± 0,22

± 0,24

± 0,26

> 3,00

≤ 4,00

± 0,22

± 0,24

± 0,26

± 0,27

> 4,00

≤ 5,00

± 0,24

± 0,26

± 0,28

± 0,29

> 5,00

≤ 6,00

± 0,26

± 0,28

± 0,29

± 0,31

> 6,00

≤ 8,00

± 0,29

± 0,30

± 0,31

± 0,35

> 8,00

≤ 10,00

± 0,32

± 0,33

± 0,34

± 0,40

> 10,00

≤ 12,50

± 0,35

± 0,36

± 0,37

± 0,43

> 12,50

≤ 15,00

± 0,37

± 0,38

± 0,40

± 0,46

> 15,00

≤ 25,00

± 0,40

± 0,42

± 0,45

± 0,50

Tabell 4 – TYKKELSESTOLERANSER for plater og coil med minimum flytegrense 300 MPa < Re ≤ 360 MPa (kategori B) (alle mål i mm)

 

Toleranser for en nominell bredde

Nominell tykkelse

≤ 1200

> 1200

> 1500

>1800

t

 

≤ 1500

≤ 1800

 

≤ 2,00

± 0,20

± 0,22

± 0,24

> 2,00

≤ 2,50

± 0,21

± 0,24

± 0,26

± 0,29

> 2,50

≤ 3,00

± 0,23

± 0,25

± 0,28

± 0,30

> 3,00

≤ 4,00

± 0,25

± 0,28

± 0,30

± 0,31

> 4,00

≤ 5,00

± 0,28

± 0,30

± 0,32

± 0,33

> 5,00

≤ 6,00

± 0,30

± 0,32

± 0,33

± 0,36

> 6,00

≤ 8,00

± 0,33

± 0,35

± 0,36

± 0,40

> 8,00

≤ 10,00

± 0,37

± 0,38

± 0,39

± 0,46

> 10,00

≤ 12,50

± 0,40

± 0,41

± 0,43

± 0,49

> 12,50

≤ 15,00

± 0,43

± 0,44

± 0,46

± 0,53

> 15,00

≤ 25,00

± 0,46

± 0,48

± 0,52

± 0,58

 

Tabell 5 – TYKKELSESTOLERANSER for plater og coil med minimum flytegrense 360 MPa < Re ≤ 420 MPa (kategori C) (alle mål i mm)

 

Toleranser for en nominell bredde

Nominell tykkelse

≤ 1200

> 1200

> 1500

>1800

t

 

≤ 1500

≤ 1800

 

≤ 2,00

± 0,22

± 0,25

± 0,27

> 2,00

≤ 2,50

± 0,23

± 0,27

± 0,30

± 0,33

> 2,50

≤ 3,00

± 0,26

± 0,29

± 0,31

± 0,34

> 3,00

≤ 4,00

± 0,29

± 0,31

± 0,34

± 0,35

> 4,00

≤ 5,00

± 0,31

± 0,34

± 0,36

± 0,38

> 5,00

≤ 6,00

± 0,34

± 0,36

± 0,38

± 0,40

> 6,00

≤ 8,00

± 0,38

± 0,39

± 0,40

± 0,46

> 8,00

≤ 10,00

± 0,42

± 0,43

± 0,44

± 0,52

> 10,00

≤ 12,50

± 0,46

± 0,47

± 0,48

± 0,56

> 12,50

≤ 15,00

± 0,48

± 0,49

± 0,52

± 0,60

> 15,00

≤ 25,00

± 0,52

± 0,55

± 0,59

± 0,65

 

Tabell 6 – TYKKELSESTOLERANSER for plater og coil med minimum flytegrense 420 MPa < Re ≤ 900 MPa (kategori D) (alle mål i mm)

 

Toleranser for en nominell bredde

Nominell tykkelse

≤ 1200

> 1200

> 1500

>1800

t

 

≤ 1500

≤ 1800

 

≤ 2,00

± 0,24

± 0,27

± 0,29

> 2,00

≤ 2,50

± 0,25

± 0,29

± 0,32

± 0,35

> 2,50

≤ 3,00

± 0,28

± 0,31

± 0,34

± 0,36

> 3,00

≤ 4,00

± 0,31

± 0,34

± 0,36

± 0,38

> 4,00

≤ 5,00

± 0,34

± 0,36

± 0,39

± 0,41

> 5,00

≤ 6,00

± 0,36

± 0,39

± 0,41

± 0,43

> 6,00

≤ 8,00

± 0,41

± 0,42

± 0,43

± 0,49

> 8,00

≤ 10,00

± 0,45

± 0,46

± 0,48

± 0,56

> 10,00

≤ 12,50

± 0,49

± 0,50

± 0,52

± 0,60

> 12,50

≤ 15,00

± 0,52

± 0,53

± 0,56

± 0,64

> 15,00

≤ 25,00

± 0,56

± 0,59

± 0,63

± 0,70

 

Tabell 7- LENGDETOLERANSER (alle mål i mm)                                      Tabell 8 – BREDDETOLERANSER (alle mål i mm)

                                              

  • Toleranser for trimmede kanter viser til produkter med nominell tykkelse < 10 mm; for nominell tykkelse > 10 mm må man ved forespørsel og ordre fra verk, bli enig om øvre

Tabell 9 – PLANHETSTOLERANSER for plater og coil med minimum flytegrense Re ≤ 300 MPa (kategori A) (alle mål i mm)

 

Toleranser på planhet av stål med normal deformering.

Nominell

 

Nominell bredde

Toleranser på

Spesial toleranser

tykkelse t

planhet

på planhet

 

≤ 2,00

 

≤ 1200

18

9

> 1200

≤ 1500

20

10

> 1500

 

25

13

 

>2,00 ≤ 25

 

≤ 1200

15

8

> 1200

≤ 1500

18

9

> 1500

 

23

12

 

 

Tabell 10 – PLANHETSTOLERANSER for plater og coil med minimum flytegrense300 MPa < Re ≤ 900 MPa (kategori B, C og D) (alle mål i mm)

 

Toleranser på planhet av stål med normal deformering.

Nominell

 

Nominell bredde

Toleranser på planhet for kategori

tykkelse t

B

C

D

 

 

≤ 25

 

 

≤ 1200

 

18

23

 

 

skal avtales ved inngåelse av forespørsel og ordre

> 1200

≤ 1500

23

30

> 1500

 

28

38

 

Table 1: Material Data Sheets for Structural Steel

 

MDS

Rev.

Standard

Steel grade

Product type

Steel

No.

No.

quality

 

 

level

 

 

 

 

 

 

 

 

Y01

 

 

5

EN 10025-

S235JR

Plates and sections

 

 

IV

(all parts)

S235JRH

Hot finished tubulars

EN 10210-

S235JRH

Cold formed tubulars

(all parts)

 

 

EN 10219-

 

 

(all parts)

 

 

 

 

Y02

 

 

4

EN 10025-

S275JR

Plates and sections

 

 

IV

(all parts)

S275J0H

Hot finished tubulars

EN 10210-

S275J0H

Cold formed tubulars

(all parts)

 

 

EN 10219-

 

 

(all parts)

 

 

 

 

Y04

 

 

2

EN 10025-

S355J0

Plates and sections

 

 

IV

(all parts)

S355J0H

Hot finished tubulars

EN 10210-

S355J2H

Cold formed tubulars

(all parts)

 

 

EN 10219-

 

 

EN 10219-

 

 

 

 

 

 

 

 

Y05

3

EN 10025-

S355J2

Plates

III

(all parts)

S355K2

EN 10025-

S355J2

Plates and sections

III

(all parts)

S355K2

 

Y06

 

3

 

EN 10225

 

S355G1+N

Hot finished seamless tubulars

 

III

Y07

3

EN 10210-

S355NH/S355K2H

Hot finished tubulars

III

(all parts)

Y08

3

EN 10219

S355MLH

Cold formed tubulars

III

(all parts)

 

 

 

 

 

 

Y15

3

EN 10025

S420ML

Plates and sections

III

(all parts)

Y16

3

EN 10219

S420MLH

Cold formed tubulars

III

(all parts)

 

 

 

 

 

 

Y20

5

EN 10225

S355G10+N/G10+M

Plates

I

Y21

5

EN 10225

S355G12+N/G12+M

Rolled sections

I

Y22

5

EN 10225

S355G15+Q/G15+N

Seamless tubulars

I

Y25

5

EN 10225

S355G9+N/G9+M

Plates

II

Y26

5

EN 10225

S355G11+N/G11+M

Rolled sections

II

Y27

4

EN 10225

S355G14+Q/G14+N

Seamless tubulars

II

Y28

3

EN 10225

S355G13+N

Welded tubulars

II

 

 

 

 

 

 

Y30

5

EN 10225

S420G2+Q/G2+M

Plates

I

Y31

5

EN 10225

S420G4+M

Rolled sections

I

Y32

5

EN 10225

S420G6+Q

Seamless tubulars

I

Y35

4

EN 10225

S420G1+Q/G1+M

Plates

II

Y36

5

EN 10225

S420G3+M

Rolled sections

II

Y37

5

EN 10225

S420G6+Q

Seamless tubulars

II

 

 

 

 

 

 

Y40

5

EN 10225

S460G2+Q/G2+M

Plates

I

Y41

5

EN 10225

S460G4+M

Rolled sections

I

Y42

5

EN 10225

S460G6+Q

Seamless tubulars

I

Y45

5

EN 10225

S460G1+Q/G1+M

Plates

II

Y46

5

EN 10225

S460G3+M

Rolled sections

II

Y47

5

EN 10225

S460G6+Q

Seamless tubulars

II

 

 

 

 

 

 

Y50

5

EN 10225

S500G2+Q/G2+M a

Plates

I

Y51

5

EN 10225

S500G4+M a

Rolled sections

I

Y52

5

EN 10225

S500G6+Q a

Seamless tubulars

I

Y55

5

EN 10225

S500G1+Q/G1+M a

Plates

II

Y56

5

EN 10225

S500G3+M a

Rolled sections

II

Y57

5

EN 10225

S500G6+Q a

Seamless tubulars

II

 

a This steel grade designation is not included in EN 10225

 NOTE All references in the MDS are to the relevant material standard unless otherwise specified.                                

Denne standard og etterfølgende standarder er forenklede utdrag av den originale NORSOK STANDARD M-120 Rev., Rev. 5, November 2008

 

MATERIAL DATA SHEET        MDS – Y01 Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbare konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Plater og profiler

Plates and sections

EN 10025

S235JR

 

 

 

* Varmformede rør og hulprofiler

Hot finished tubulars

EN 10210

S235JRH

 

 

 

* Kaldformede rør og hulprofiler

Cold formed tubulars

EN 10219

S235JRH

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede

the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm.

 

STEEL GRADE

The grades listed represent the minimum requirements for Y01.

 

QUALIFICATION

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

 

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 2.2

 

 

MATERIAL DATA SHEET        MDS – Y02 Rev. 4 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbare konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Plater og profiler

Plates and sections

EN 10025

S275JR

 

 

* Varmformede rør og hulprofiler

Hot finished tubulars

EN 10210

S275J0H

 

 

* Kaldformede rør og hulprofiler

Cold formed tubulars

EN 10219

S275J0H

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede

the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm.

 

STEEL GRADE

The grades listed represent the minimum requirements for Y02.

 

QUALIFICATION

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

 

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE

TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 2.2

 

 

MATERIAL DATA SHEET        MDS – Y04 Rev. 2 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbare konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Plater og profiler

Plates and sections

EN 10025

S355J0

 

 

 

* Varmformede rør og hulprofiler

Hot finished tubulars

EN 10210

S355J0H

 

 

 

* Kaldformede røre og hulprofiler

Cold formed tubulars

EN 10219

S355J2H

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm.

 

STEEL GRADE

The grades listed represent the minimum requirements for Y04.

 

QUALIFICATION

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

 

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 2.2. For EN 10219 S355J2H Type 3.1.

 

 

MATERIAL DATA SHEET      MDS – Y05     Rev. 3 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbare konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Plater og profiler

 

Plates

EN 10025

S355J2

 

 

 

S355K2

 

 

 

 

 

 

 

Sections

EN 10025

S355J2

 

 

 

S355K2

 

 

 

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 50 mm.

 

QUALIFICATIONS

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

C max. 0,16%, CEV max 0,43%

 

TENSILE TESTING

 

 

IMPACT TESTING

Charpy V-notch energy requirement shall be miniumum 40 J (average)

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 3.1.

 

 

MATERIAL DATA SHEET MDS – Y06     Rev. 3 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Varmformede sømløse rør

Hot finished seamless tubulars

EN 10 225

S355G1+N

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall

supersede the corresponding requirements in the referred standard. The thickness is limited to 40 mm.

 

QUALIFICATIONS

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

C max. 0,16%m CEV max 0,43%, Nb+V max. 0,10.

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 3.1.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NORSOK Standard M-120 Edition 5, November 2008

Sveisbart konstruksjonsstål

 

MATERIAL DATA SHEET MDS – Y07     Rev. 4 Nov. 2008

TYPE OF MATERIAL: Structural Steel

PRODUCT

STANDARD

GRADE

 

 

Hot finished tubulars

EN 10 210-1

S355NH

 

 

seamless or welded

S355K2H

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The thickness is limited to 40 mm. Welded hollow sections are limited to 20 mm wall thickness.

QUALIFICATIONS

 

HEAT TREATMENT/

 

DELIVERY CONDITION

CHEMICAL COMPOSITION

Option 1.2 is required. C max. 0,16% and CEV max. 0,43 for all thicknesses

TENSILE TESTING

 

IMPACT TESTING

 

EXTENT OF TESTING

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

NON DESTRUCTIVE TESTING (NDT)

For thicknesses of 12 mm and above the NDT shall be UT and with acceptance criteria U3.

The weld of the welded hollow section shall be subject to 10% magnetic testing (MT) of external surface and be free of any linear indication. In case of any findings, 100% of the sections with findings shall be examined. The 10% MT shall be carried out for thicknesses above 12 mm. The 10% MT shall be carried out on every section.

 

If the involved parties require more severe defect tolerances for the structural application of the welded hollow section, more severe requirements to be agreed.

SURFACE PROTECTION

 

MARKING

 

CERTIFICATE

EN 10 204 Type 3.1.

 

 

* Varmformede rør og hulprofiler sømløse eller sveisede

 

 

Deviation Note vs MATERIAL DATA SHEET MDS – Y07 Rev.4 November 2008. This note covers products manufactured at both UK Mills in Corby and Hartlepool.

 

Tata Steel does not manufacture or supply material in accordance with MDS Y07.

However, we confirm that the EN10210 S355NH material, which we supply to Norsk Stål, complies with the requirements of MDS-Y07 except for:

 

  • We do not conduct 10% MT of the weld

We understand that it was introduced because of concerns about defects in the weld area. We maintain that it is an inappropriate test for this type of defect because it will only detect OD surface breaking features and the test does not give an indication of depth and therefore cannot discriminate between defects and minor surface imperfections (e.g., roll marks) which are allowed by the specification. The weld seam UT to EN10246-8 with enhanced sensitivity that we perform (U3 compared to U5 for the standard product) is the appropriate test to detect weld area defects.

 

  • We do not guarantee that the surface shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

Note that EN10210 S355NH is classified as fully killed fine grain steel and is delivered in the normalized rolled condition.

 

 

MATERIAL DATA SHEET MDS – Y08       Rev. 3 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Koldformede rør

Cold formed tubulars

EN 10 219-1

S355MLH

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall

supersede the corresponding requirements in the referred standard. The thickness is limited to 25 mm.

 

QUALIFICATIONS

 

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

Option 1.4, C max 0,16%, CEV max. 0,43%, S max. 0,015, P max. 0,025

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

The surface of the material shall comply to rust grade A or rust grade B or better according to ISO 8501-1.

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 3.1.

 

 

MATERIAL DATA SHEET MDS – Y20        Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel with documented through thickness properties

 

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

 

 

* Plater

Plates

EN 10225

S355G10+N/G10+M

 

 

Dokumenterte krav til stålet i tykkelses-

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall

supersede the corresponding requirements in the referred standard.

retning for platetykkelser ≥ 25 mm (Z 35)

QUALIFICATIONS

Base material information, shall be submitted with the bid/ be established prior to delivery.

 

 

 

The documentation of base material shall cover both delivered and PWHT condition and shall include strain

 

25<t≤ 40mm

 

 

 

 

40<t≤ 63mm

 

 

 

 

63<t≤ 100mm

 

 

 

 

100<t≤ 150mm

 

 

 

 

Other thickness ranges related to same chemistry and manufacturing process may apply. In such cases the

 

CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of minimum

 

HEAT TREATMENT/

Quenched and tempered is also accepted.

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

Option 6

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

Option 13,

 

 

 

 

Tensile testing and impact testing shall be carried out to the extent specified in the standard, except that each

 

SURFACE CONDITION

 

 

NON DESTRUCTIVE TESTING (NDT)

 

 

SURFACE PROTECTION

All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.

 

CERTIFICATE

EN 10 204 Type 3.1

 

 

 

MATERIAL DATA SHEET MDS – Y22 Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel with documented through thickness properties

 

Sveisbart konstruksjonsstål

 

PRODUCT

 

STANDARD

 

GRADE

 

 

* Sømløse rør

Seamless tubulars (Seamless hollow sections)

EN 10 225

S355G15+Q/G15+N

 

* Sømløse hulprofiler

SCOPE

This MDS specifies the selected options in the referred standard and modified

 

 

requirements which shall supersede the corresponding requirements in the referred

 

 

standard.

 

 

 

 

 

QUALIFICATIONS

 

Base material information, shall be submitted with the bid / be established prior to

 

 

delivery.

 

 

 

 

The documentation of base material shall include typical tensile test results and

 

 

Charpy V results at various thicknesses and for Charpy V also various temperatures.

 

 

Weldability tests shall be documented according to Annex E, option 18.

 

 

CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of minimum 0,25 mm in as welded condition unless lower values have been accepted by the purchaser.

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

 

CHEMICAL COMPOSISTION

Option 6                                                                                                             The chemical

composition in Table 10 shall be modified as follows: Cmax: 0,16 %                                                                                                                         (option 7)

 

TENSIL TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

Option 13

 

SURFACE CONDITION

 

 

NON DESTRUCTIVE

Option 22

 

TESTING (NDT)

 

SURFACE PROTECTION

All surfaces shall receive a preliminary protecticve primer coat. Blast cleaning shall

 

 

comply with ISO 8501-1 Sa 2 1/2 and the surface shall remain at Sa 2 1/2 until

 

 

application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer

 

 

with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall

 

 

be maximum 25 microns.

 

 

 

 

CERTIFICATE

EN 10 204 Type 3.1

 

 

MATERIAL DATA SHEET MDS – Y26       Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

* Valsede profiler

Rolled Sections

EN 10225

S355G11+N/G11+M

 

 

 

SCOPE

This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.

 

QUALIFICATIONS

Base material information, shall be submitted with the bid/ be established prior to delivery.

 

 

The documentation of base material shall include typical tensile test results and Charpy V results at various

 

CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of minimum 0,25 mm in as welded condition unless lower values have been accepted by the purchaser.

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL COMPOSITION

Option 6 and option 9

 

TENSILE TESTING

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

 

 

SURFACE CONDITION

 

 

NON DESTRUCTIVE TESTING

(NDT)

 

 

SURFACE PROTECTION

All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.

 

CERTIFICATE

EN 10 204 Type 3.1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NORSOK Standard M-120 Edition 5, November 2008

Konstruksjonsstål

MATERIAL DATA SHEET       MDS – Y28 Rev. 3 June 2007

TYPE OF MATERIAL: Structural Steel

PRODUCT

STANDARD

GRADE

Welded tubulars

EN 10225

SS355G13+N

 

(welded hollow sections)

SCOPE

This MDS is applicable for high frequency welded (electric resistance or induction)

hollow sections up to and including 20 mm thickness.

 

This MDS specifies the selected options in the referred standard and modified

 

requirements which shall supersede the corresponding requirements in the referred

standard.

 

 

QUALIFICATIONS

Establishment of WPS, qualification of welding procedures and qualification of

 

welding operators shall be in accordance with the NORSOK standard M-101,

 

“Structural Steel Fabrication”.

 

With regard to Charpy impact testing the following modifications to NORSOK

 

standard M-101 shall apply:

 

* test temperature: -40ºC

 

 

* relevant notch positions, e.g.: fusion line (FL), FL+2 mm, FL+5mm

 

* minimum average energy value: 36 J

 

* minimum individual energy value: 26 J

 

* microstructure examination

 

Qualifications shall be carried out for each nominal thickness.

 

Detailed requirements for the qualification of the high frequency welding process

 

(electric resistance or induction) shall be defined and agreed.

 

Base material information, with typical results from chemical composition and

 

mechanical testing, shall be submitted with the bid / be established prior to delivery.

HEAT TREATMENT/

 

DELIVERY CONDITION

CHEMICAL

Option 6

COMPOSISTION

TENSIL TESTING

 

IMPACT TESTING

 

EXTENT TESTING

 

SURFACE CONDITION

Option 23 shall apply. The internal weld bead shall be removed.

NON DESTRUCTIVE

The welded hollow section longitudinal welds shall be subject to 100% volumetric NDT and 10%

surface NDT in accordance with the following requirements and acceptance criteria:

TESTING (NDT)

 

* For thicknesses 10 mm and below, the volumetric NDT as per section 8.5.3.3 shall apply.

 

* For thicknesses 12 mm and above, option 23 shall apply, but to acceptance criteria U2.

 

* The weld og the welded hollow section shall be subject to 10% magnetic testing (MT) of external surface and be free of any linear indication. In case of any finding, 100% of the section with finding  shall be examined. The 10% MT shall be carried out for all thicknesses. The 10% MT shall be carried out on every section.

 

More severe defect tolerances for the structural application of the welded hollow section may be agreed case by case.

SURFACE PROTECTION

All surfaces shall receive a preliminary protecticve primer coat. Blast cleaning shall

compy with ISO 8501-1 Sa 2 1/2 and the surface shall remain at Sa 2 1/2 until

 

application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer

with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall

be maximum 25 microns.

 

 

CERTIFICATE

EN 10 204 Type 3.1

 

 

* Sveisede rør (Sveisede hulprofiler)

 

 

Deviation Note vs. MATERIAL DATA SHEET MDS – Y28 Rev.5 November 2008.  This note covers products manufactured at both UK  Mills in Corby and Hartlepool. Tata Steel supplies against an internal MDS, which is ‘**MDS-Y28 (Tata Modified). Rev03’

 

Tata Steel does not manufacture or supply material fully in accordance with MDS Y28.

 

However, we confirm that the EN10225 S355 G13+ N + Y28 Modified** material, which we supply to Norsk Stål, complies with the requirements of MDS-Y07 except for:

 

  • Weld line charpy impact testing to test temperature of – 20 C notch position: fusion line (FL) and not -40C

 

  • Sizes up to 7mm OD x 4mm thick, 90x90x6.3 mm and 100x100x5.0mm and equivalent rectangles are offered EXCEPT Y: T ratio and Clause 9.2 d

 

  • Corby

For all thicknesses

  • Weld area UT to EN10246-8 acceptance level U3 shall apply;
  • Weld area Eddy current testing to EN10246-3 using the segment coil technique (Reference: 7mm drilled hole).

 

  • Hartlepool
    • for thicknesses 10 mm and below, the volumetric NDT as per section 8.5.3.3 shall apply;
    • for thicknesses of 12 mm and above, option 23 shall apply, but to acceptance criteria U2;

 

  • We do not conduct 10% MT of the weld

 

We understand that it was introduced because of concerns about defects in the weld area. We maintain that it is an inappropriate test   for this type of defect because it will only detect OD surface breaking features and the test does not give an indication of depth and therefore cannot discriminate between defects and minor  surface imperfections (e.g., roll marks) which are allowed by the specification. The weld seam UT to EN10246-8 with enhanced sensitivity that we  perform (U3  compared  to  U5  for  the  standard product) is the appropriate test to detect weld area defects.

 

  • Tata Steel Tubes will be delivered in a condition suitable for onward application of the surface protection which is to be carried

 

Note that EN10225 S355 G13 + N (Y28 Modified**) is classified as fully killed fine grain steel and is delivered in the normalised rolled condition.

 

MATERIAL DATA SHEET MDS – Y30 Rev.5 June 2007

 

TYPE OF MATERIAL: Structural steel with documented through thickness properties

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

Dokumentert krav til stålet

Plates

EN 10225

S420G2+Q/G2+M

 

i tykkelsesretning for

SCOPE

This MDS specifies the selected options in the referred standard and modified

 

platetykkelser ≥ 25 mm (Z 35)

requirements which shall supersede the corresponding requirements in the referred

 

standard.

 

 

* Plater

 

QUALIFICATIONS

 

Base material information, shall be submitted with the bid / be established prior to

 

 

delivery

 

 

 

The documentation of base material shall cover both delivered and PWHT condition

 

and shall include strain ageing tests (see option 12), typical tensile test results for

 

plates and weldablility tests according to Annex E (option 18) within each of the

 

 

following thickness ranges that are relevant for the order:

 

 

25 < t ≤ 40mm

 

 

 

40 < t ≤ 63mm

 

 

 

63 < t ≤ 100mm

 

 

 

100 < t ≤ 150mm

 

 

 

Other thickness ranges related to same chemistry and manufacturing process may apply.

 

In such cases the thickest material in the range shall be tested. The results from PWHT

 

condition shall also meet the specified requirements.

 

 

CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of minimum 0,25 mm in a welded condition, and minimum 0,20 mm in PWHT condition unless lower values have been accepted by the purchaser. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria.

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL

Option 6 and option 9

 

COMPOSISTION

 

TENSIL TESTING

Mechanical properties given in Table 5b shall be modified as follows:

 

 

Yield Strenght:           420 – 40 Mpa (all thicknesses)

 

 

Tensile Strenght: 500-660 Mpa (all thicknesses)

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

Option 13,

 

 

 

Tensile testing and impact testing shall be carried out to the extent specified in the standard, except that each nominal wall thickness shall be tested insted of “the same thickness range”.

 

SURFACE CONDITION

 

 

SURFACE PROTECTION

All surfaces shall receive a preliminary protecticve primer coat. Blast cleaning shall

 

compy with ISO 8501-1 Sa 2 1/2 and the surface shall remain at Sa 2 1/2 until

 

 

application of ther primer. The primer shall consist of 1 coat zinc ethyl silicate primer

 

with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall

 

be maximum 25 microns.

 

 

 

 

CERTIFICATE

 

EN 10 204 Type 3.1

 

 

MATERIAL DATA SHEET MDS – Y50         Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel with documented through thickness properties

Sveisbart konstruksjonsstål

PRODUCT

STANDARD

GRADE

 

med dokumentert krav til stål

Plates

EN 10225

S500G2+Q/G2+M (see note)

 

i tykkelsesretningen

SCOPE

This MDS specifies the selected options in the referred standard and modified

 

 

requirements which shall supersede the corresponding requirements in the referred

* Plater

standard.

 

 

* Z 35 for tykkelser ≥ 25 mm

STEEL GRADE

Grade S460G2+Q/G2+M shall be modified to Grade S500G2+Q/G2+M as specified

 

by this MDS.

 

 

 

QUALIFICATIONS

Base material information, shall be submitted with the bid / be established prior to

 

 

delivery.

 

 

 

The documentation of base material shall cover both delivered and PWHT condition

 

and shall include strain ageing tests (see option 12), typical tensile test result for

 

 

plates and weldablility tests according to Annex E (option 18) within each of the

 

 

following thickness ranges that are relevant for the order:

 

 

25 < t ≤ 40mm

 

 

 

40 < t ≤ 63mm

 

 

 

63 < t ≤ 100mm

 

 

 

100 < t ≤ 150mm

 

 

 

Other thickness ranges related to same chemistry and manufacturing process may apply.

 

In such cases the thickest material in the range shall be tested. The results from PWHT

 

condition shall also meet the specified requirements.

 

 

CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of

 

HEAT TREATMENT/

 

 

DELIVERY CONDITION

 

CHEMICAL

Option 6 and option 9, Ni content minium 0,50% Other limits may be accepted after special agreement.

 

COMPOSISTION

 

TENSIL TESTING

Mechanical properties given in Table 5c for Grade S460G2+Q/S460G2+M shall be

 

modified as follows:

 

 

 

Yield strenght (min): 500-600 Mpa (thicknesses ≤ 75mm)

 

 

Tensile strenght:             600-700 Mpa (thicknesses ≤ 75mm)

 

 

IMPACT TESTING

 

 

EXTENT OF TESTING

Option 13

 

 

 

Tensile testing and impact testing shall be carried out to the extent specified in the standard, except

 

SURFACE CONDITION

 

 

NON DESTRUCTIVE

 

 

TESTING (NDT)

 

 

 

 

SURFACE PROTECTION

All surfaces shall receive a preliminary protecticve primer coat. Blast cleaning shall

 

compy with ISO 8501-1 Sa 2 1/2 and the surface shall remain at Sa 2 1/2 until

 

 

application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer

 

with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall

 

be maximum 25 microns.

 

 

 

CERTIFICATE

EN 10 204 Type 3.1

 

 

KALDVALSEDE

TREKKEGENSKAPER

 

BETEGNELSE

TIDLIGERE BETEGNELSER

 

 

NS-EN

NS-EN

SS

DIN

BS

USA

 

 

10130

10130

 

 

 

ASTM

 

 

2006

1991

 

 

 

 

Enklere pressing, knekking

 

DC 01

Fe P01

1142

St. 12

Cr 4

A 366

Dyppressingskvalitet

 

DC 03

Fe P03

1146

St. 13

Cr 2

 

Større krav til dyppressing

 

DC 04

Fe P04

1147

St. 14

Cr 1

 

 

Overflatekvalitet

 

 

 

 

 

 

 

Handelsoverflate (små feil tillates)

A

A

32

03

GP

GP

Beste overflate (1 side feilfri)

B

B

42

05

FF

FF

Overflateutseende

 

Symbol

 

Overflatejevnhet

 

 

Blank

 

b

Ra ≤ 4 µm

Halvblank

 

g

Ra ≤ 9 µm

Normal

 

m

0,6 µm < Ra ≤ 1,9 µm

 

r

Ra > 1,6 µm

 

VARMGALVANISERTE

TREKKEGENSKAPER

 

BETEGNELSE

 

TIDLIGERE BETEGNELSER

 

SINKBELEGG

 

 

 

NS-EN 10327

NS-EN 10142

NS-EN 10142

 

 

 

 

 

2004

1995

1990

 

 

 

Handelskvalitet

 

Dx51D+Z275

Dx51D+Z275

FeP02GZ275

 

275 g/m² 2 sider

Dyppressingskvalitet

 

Dx54D+Z275

Dx54D+Z275

FeP02GZ275

 

275 g/m² 2 sider

Overflateutførelse

 

Symbol

 

 

 

 

Normalt rosemønster, ettervalset

N

 

 

 

 

Redusert rosemønster (småmønstret)

M

 

 

 

 

 

ELEKTROLYTISK GALVANISERTE

TREKKEGENSKAPER

 

NY BETEGNELSE

 

TIDLIGERE BETEGNELSER

 

SINKBELEGG

 

 

 

NS-EN 10152

 

1994

 

 

2003

Handelskvalitet

 

DC01+ZE 25/25 AP

 

FeP01ZE 25/25 AP

 

2,5 µ pr 1 side

 

Dyptrekkskvalitet

 

DC04+ZE 25/25 AP

 

FeP04ZE 25/25 AP

 

2,5 µ pr 1 side

 

Overflateutførelse

 

 

 

 

 

 

 

– Handelsoverflate

 

A

 

 

 

 

 

– Fosfatert

 

P

 

 

 

 

 

 

ALUZINK, ALUMINIUM OG SINKBELAGTE

TREKKEGENSKAPER

 

NY BETEGNELSE

 

TIDLIGERE BETEGNELSER

 

SSAB ALUZINK

 

 

 

NS-EN 10327

NS-EN 10215

 

 

 

 

 

 

2004

1995

 

 

 

 

– Handelskvalitet

 

Dx51D+AZ

Dx51D+AZ

FeP01AZ150

 

B 500

 

– Dyptrekkskvalitet

 

Dx54D+AZ

Dx54D+AZ

FeP06AZ150

 

F36 A

 

Belegg sink og aluminium

 

185 g/m² 2 sider

 

150 g/m2 på 2 sider

150 g/m2 2 sider

 

FARGEBELAGTE

 

Betegnelse

 

 

Belegg

 

 

Prelaq, slette

Handelskvalitet

Plastisol

 

175 µ pr 1 side

 

Prelaq med lærpreg

Handelskvalitet

Plastisol

 

200 µ pr 1 side

 

Prelaq Green coat

Handelskvalitet

Polyester

 

36 µ pr 1 side

 

Colorcoat HPS

Handelskvalitet

Plastisol

 

200 µ pr 1 side

 

 

Y

 

 

Dimensjoner,

masse og                                                        VF HuP

statiske verdier                                                 NS-EN 10 210-2

 

Varmformede hulprofiler                                     Kvadratiske

 

 

Dimensjon

 

Tykk- else

 

Masse (7,85kg/ dm3)

 

Tver- snitts- areal

 

Annet arealmoment

 

Treghetsradius

 

Elastisk tversnitts- modul

 

Plastisk tverrsnitts- modul

Torsjonskonstanter

 

utvendig overflate

pr. m.lengde

 

Nominell lengde pr. tonn

Annet areal- moment for torsjon

Elastisk tverrsnitts- areal

for torsjon

BxB mm

T

mm

M

kg/m

A

cm2

I

cm4

i  cm

Wel cm3

Wpl cm3

It cm4

Ct cm3

As m2/m

m

40 x 40

3.0

3.2

4.0

5.0

3.41

3.61

4.39

5.28

4.34

4.60

5.59

6.73

9.78

10.2

11.8

13.4

1.50

1.49

1.45

1.41

4.89

5.11

5.91

6.68

5.97

6.28

7.44

8.66

15.7

16.5

19.5

22.5

7.10

7.42

8.54

9.60

0.152

0.152

0.150

0.147

293

277

228

189

50 x 50

3.0

3.2

4.0

5.0

6.3

4.35

4.62

5.64

6.85

8.31

5.54

5.88

7.19

8.73

10.6

20.2

21.2

25.0

28.9

32.8

1.91

1.90

1.86

1.82

1.76

8.08

8.49

9.99

11.6

13.1

9.70

10.2

12.3

14.5

17.0

32.1

33.8

40.4

47.6

55.2

11.8

12.4

14.5

16.7

18.8

0.192

0.192

0.190

0.187

0.184

230

217

177

146

120

60 x 60

3.0

3.2

4.0

5.0

6.3

8.0

5.29

5.62

6.90

8.42

10.3

12.5

6.74

7.16

8.79

10.7

13.1

16.0

36.2

38.2

45.4

53.3

61.6

69.7

2.32

2.31

2.27

2.23

2.17

2.09

12.1

12.7

15.1

17.8

20.5

23.2

14.3

15.2

18.3

21.9

26.0

30.4

56.9

60.2

72.5

86.4

102

118

17.7

18.6

22.0

25.7

29.6

33.4

0.232

0.232

0.230

0.227

0.224

0.219

189

178

145

119

97.2

79.9

70 x 70

3.6

5.0

6.3

8.0

7.40

9.99

12.3

15.0

9.42

12.7

15.6

19.2

68.6

88.5

104

120

2.70

2.64

2.58

2.50

19.6

25.3

29.7

34.2

23.3

30.8

36.9

43.8

108

142

169

200

28.7

36.8

42.9

49.2

0.271

0.267

0.264

0.259

135

100

81.5

66.5

80 x 80

3.6

4.0

5.0

6.3

8.0

8.53

9.41

11.6

14.2

17.5

10.9

12.0

14.7

18.1

22.4

105

114

137

162

189

3.11

3.09

3.05

2.99

2.91

26.2

28.6

34.2

40.5

47.3

31.0

34.0

41.1

49.7

59.5

164

180

217

262

312

38.5

41.9

49.8

58.7

68.3

0.311

0.310

0.307

0.304

0.299

117

106

86.5

70.2

57.0

90 x 90

3.6

4.0

5.0

6.3

8.0

9.66

10.7

13.1

16.2

20.1

12.3

13.6

16.7

20.7

25.6

152

166

200

238

281

3.52

3.50

3.45

3.40

3.32

33.8

37.0

44.4

53.0

62.6

39.7

43.6

53.0

64.3

77.6

237

260

316

382

459

49.7

54.2

64.8

77.0

90.5

0.351

0.350

0.347

0.344

0.339

104

93.7

76.1

61.6

49.9

100 x 100

4.0

5.0

6.3

8.0

10.0

11.9

14.7

18.2

22.6

27.4

15.2

18.7

23.2

28.8

34.9

232

279

336

400

462

3.91

3.86

3.80

3.73

3.64

46.4

55.9

67.1

79.9

92.4

54.4

66.4

80.9

98.2

116

361

439

534

646

761

68.2

81.8

97.8

116

133

0.390

0.387

0.384

0.379

0.374

83.9

68.0

54.9

44.3

36.5

120 x 120

5.0

6.3

8.0

10.0

12.5

17.8

22.2

27.6

33.7

40.9

22.7

28.2

35.2

42.9

52.1

498

603

726

852

982

4.68

4.62

4.55

4.46

4.34

83.0

100

121

142

164

97.6

120

146

175

207

777

950

1160

1382

1623

122

147

176

206

236

0.467

0.464

0.459

0.454

0.448

56.0

45.1

36.2

29.7

24.5

140 x 140

5.0

6.3

8.0

10.0

12.5

21.0

26.1

32.6

40.0

48.7

26.7

33.3

41.6

50.9

62.1

807

984

1195

1416

1653

5.50

5.44

5.36

5.27

5.16

115

141

171

202

236

135

166

204

246

293

1253

1540

1892

2272

2696

170

206

249

294

342

0.547

0.544

0.539

0.534

0.528

47.7

38.3

30.7

25.0

20.5

150 x 150

5.0

6.3

8.0

10.0

12.5

16.0

22.6

28.1

35.1

43.1

52.7

65.2

28.7

35.8

44.8

54.9

67.1

83.0

1002

1223

1491

1773

2080

2430

5.90

5.85

5.77

5.68

5.57

5.41

134

163

199

236

277

324

156

192

237

286

342

411

1550

1909

2351

2832

3375

4026

197

240

291

344

402

467

0.587

0.584

0.579

0.574

0.568

0.559

44.3

35.6

28.5

23.2

19.0

15.3

160 x 160

5.0

6.3

8.0

10.0

12.5

24.1

30.1

37.6

46.3

56.6

30.7

38.3

48.0

58.9

72.1

1225

1499

1831

2186

2576

6.31

6.26

6.18

6.09

5.98

153

187

229

273

322

178

220

272

329

395

1892

2333

2880

3478

4158

226

275

335

398

467

0.627

0.624

0.619

0.614

0.608

41.5

33.3

26.6

21.6

17.7

180 x 180

6.3

8.0

10.0

12.5

16.0

34.0

42.7

52.5

64.4

80.2

43.3

54.4

66.9

82.1

102

2168

2661

3193

3790

4504

7.07

7.00

6.91

6.80

6.64

241

296

355

421

500

281

349

424

511

621

3361

4162

5048

6070

7343

355

434

518

613

724

0.704

0.699

0.694

0.688

0.679

29.4

23.4

19.0

15.5

12.5

200 x 200

5.0

6.3

8.0

10.0

12.5

16.0

30.4

38.0

47.7

58.8

72.3

90.3

38.7

48.4

60.8

74.9

92.1

115

2445

3011

3709

4471

5336

6394

7.95

7.89

7.81

7.72

7.61

7.46

245

301

371

447

534

639

283

350

436

531

643

785

3756

4653

5778

7031

8491

10340

362

444

545

655

778

927

0.787

0.784

0.779

0.774

0.768

0.759

32.9

26.3

21.0

17.0

13.8

11.1

250 x 250

6.3

8.0

10.0

12.5

16.0

47.9

60.3

74.5

91.9

115

61.0

76.8

94.9

117

147

6014

7455

9055

10915

13267

9.93

9.86

9.77

9.66

9.50

481

596

724

873

1061

556

694

851

1037

1280

9238

11525

14106

17164

21138

712

880

1065

1279

1546

0.984

0.979

0.974

0.968

0.959

20.9

16.6

13.4

10.9

8.67

300 x 300

6.3

8.0

10.0

12.5

16.0

57.8

72.8

90.2

112

141

73.6

92.8

115

142

179

10547

13128

16026

19442

23850

12.0

11.9

11.8

11.7

11.5

703

875

1068

1296

1590

809

1013

1246

1525

1895

16136

20194

24807

30333

37622

1043

1294

1575

1904

2325

1.18

1.18

1.17

1.17

1.16

17.3

13.7

11.1

8.97

7.12

350 x 350

8.0

10.0

12.5

16.0

85.4

106

131

166

109

135

167

211

21129

25884

31541

38942

13.9

13.9

13.7

13.6

1207

1479

1802

2225

1392

1715

2107

2630

32384

39886

48934

60990

1789

2185

2654

3264

1.38

1.37

1.37

1.36

11.7

9.44

7.62

6.04

400 x 400

10.0

12.5

16.0

20.0

122

151

191

235

155

192

243

300

39128

47839

59344

71535

15.9

15.8

15.6

15.4

1956

2392

2967

3577

2260

2782

3484

4247

60092

73906

92442

112489

2895

3530

4362

5237

1.57

1.57

1.56

1.55

8.22

6.63

5.24

4.25

 

Y

 

Dimensjoner,

masse og                                                        VF HuP

 

statiske verdier

NS-EN 10210-2

 

Varmformede hulprofiler                                     Rektangulære

 

 

Dimensjon

 

Tykk- else

 

Masse (7,85kg/ dm3)

 

Tver- snitts- areal

 

Annet arealmoment

 

Treghetsradius

 

Elastisk tversnitts- modul

 

Plastisk tverrsnitts- modul

Torsjonskonstanter

 

utvendig overflate

pr. m.lengde

 

Nominell lengde pr. tonn

Annet areal- moment for torsjon

Elastisk tverrsnitts- areal

for torsjon

HxB mm

T

mm

M

kg/m

A

cm2

Ixx cm4

Ixy cm4

ixx cm

iyy cm

Welxx cm3

Welyy cm3

Wplxx cm3

Wplyy cm3

It cm4

Ct cm3

As m2/m

m

50 x 30

3.2

3.61

4.60

14.2

6.20

1.76

1.16

5.68

4.13

7.25

5.00

14.2

6.80

0.152

277

60 x 40

3.0

4.0

5.0

4.35

5.64

6.85

5.54

7.19

8.73

26.5

32.8

38.1

13.9

17.0

19.5

2.18

2.14

2.09

1.58

1.54

1.50

8.82

10.9

12.7

6.95

8.52

9.77

10.9

13.8

16.4

8.19

10.3

12.2

29.2

36.7

43.0

11.2

13.7

15.7

0.192

0.190

0.187

230

177

146

80 x 40

3.2

4.0

5.0

6.3

8.0

5.62

6.90

8.42

10.3

12.5

7.16

8.79

10.7

13.1

16.0

57.2

68.2

80.3

93.3

106

18.9

22.2

25.7

29.2

32.1

2.83

2.79

2.74

2.67

2.58

1.63

1.59

1.55

1.49

1.42

14.3

17.1

20.1

23.3

26.5

9.46

11.1

12.9

14.6

16.1

18.0

21.8

26.1

31.1

36.5

11.0

13.2

15.7

18.4

21.2

46.2

55.2

65.1

75.6

85.8

16.1

18.9

21.9

24.8

27.4

0.232

0.230

0.227

0.224

0.219

178

145

119

97.2

79.9

90 x 50

3.6

5.0

6.3

7.40

9.99

12.3

9.42

12.7

15.6

98.3

127

150

38.7

49.2

57.0

3.23

3.16

3.10

2.03

1.97

1.91

21.8

28.3

33.3

15.5

19.7

22.8

27.2

36.0

43.2

18.0

23.5

28.0

89.4

116

138

25.9

32.9

38.1

0.271

0.267

0.264

135

100

81.5

100 x 50

3.0

3.2

4.0

5.0

6.3

8.0

6.71

7.13

8.78

10.8

13.3

16.3

8.54

9.08

11.2

13.7

16.9

20.8

110

116

140

167

197

230

36.8

38.8

46.2

54.3

63.0

71.7

3.58

3.57

3.53

3.48

3.42

3.33

2.08

2.07

2.03

1.99

1.93

1.86

21.9

23.2

27.9

33.3

39.4

46.0

14.7

15.5

18.5

21.7

25.2

28.7

27.3

28.9

35.2

42.6

51.3

61.4

16.8

17.7

21.5

25.8

30.8

36.3

88.4

93.4

113

135

160

186

25.0

26.4

31.4

36.9

42.9

48.9

0.292

0.929

0.290

0.287

0.284

0.279

149

140

114

92.8

75.4

61.4

100 x 60

3.6

5.0

6.3

8.0

8.53

11.6

14.2

17.5

10.9

14.7

18.1

22.4

145

189

225

264

64.8

83.6

98.1

113

3.65

3.58

3.52

3.44

2.44

2.38

2.33

2.25

28.9

37.8

45.0

52.8

21.6

27.9

32.7

37.8

35.6

47.4

57.3

68.7

24.9

32.9

39.5

47.1

142

188

224

265

35.6

45.9

53.8

62.2

0.311

0.307

0.304

0.299

117

86.5

70.2

57.0

120 x 60

3.6

5.0

6.3

8.0

9.66

13.1

16.2

20.1

12.3

16.7

20.7

25.6

227

299

358

425

76.3

98.8

116

135

4.30

4.23

4.16

4.08

2.49

2.43

2.37

2.30

37.9

49.9

59.7

70.8

25.4

32.9

38.8

45.0

47.2

63.1

76.7

92.7

28.9

38.4

46.3

55.4

183

242

290

344

43.3

56.0

65.9

76.6

0.351

0.347

0.344

0.339

103

76.1

61.6

49.9

120 x 80

5.0

6.3

8.0

10.0

14.7

18.2

22.6

27.4

18.7

23.2

28.8

34.9

365

440

525

609

193

230

273

313

4.42

4.36

4.27

4.18

3.21

3.15

3.08

2.99

60.9

73.3

87.5

101.6

48.2

57.6

68.1

78.1

74.6

91.0

111

131

56.1

68.2

82.6

97.3

401

487

587

688

77.9

92.9

110

126

0.387

0.384

0.379

0.374

68.0

54.9

44.3

36.5

150 x 100

5.0

6.3

8.0

10.0

12.5

18.6

23.1

28.9

35.3

42.8

23.7

29.5

36.8

44.9

54.6

739

898

1087

1282

1488

392

474

569

665

763

5.58

5.52

5.44

5.34

5.22

4.07

4.01

3.94

3.85

3.74

98.5

120

145

171

198

78.5

94.8

114

133

153

119

147

180

216

256

90.1

110

135

161

190

807

986

1203

1432

1679

127

153

183

214

246

0.487

0.484

0.479

0.474

0.468

53.7

43.2

34.7

28.4

23.3

160 x 80

4.0

5.0

6.3

8.0

10.0

14.4

17.8

22.2

27.6

33.7

18.4

22.7

28.2

35.2

42.9

612

744

903

1091

1284

207

249

299

356

411

5.77

5.72

5.66

5.57

5.47

3.35

3.31

3.26

3.18

3.10

76.5

93.0

113

136

161

51.7

62.3

74.8

89.0

103

94.7

116

142

175

209

58.3

71.1

86.8

106

125

493

600

730

883

1041

88.1

106

127

151

175

0.470

0.467

0.464

0.459

0.454

69.3

56.0

45.1

36.2

29.7

200 x 100

5.0

6.3

8.0

10.0

12.5

22.6

28.1

35.1

43.1

52.7

28.7

35.8

44.8

54.9

67.1

1495

1829

2234

2664

3136

505

613

739

869

1004

7.21

7.15

7.06

6.96

6.84

4.19

4.14

4.06

3.98

3.87

149

183

223

266

314

101

123

148

174

201

185

228

282

341

408

114

140

172

206

245

1204

1475

1804

2156

2541

172

208

251

295

341

0.587

0.584

0.579

0.574

0.568

44.3

35.6

28.5

23.2

19.0

200 x 120

5.0

6.3

8.0

10.0

24.1

30.1

37.6

46.3

30.7

38.3

48.0

58.9

1685

2065

2529

3026

762

929

1128

1337

7.40

7.34

7.26

7.17

4.98

4.92

4.85

4.76

168

207

253

303

127

155

188

223

205

253

313

379

144

177

218

263

1648

2028

2495

3001

210

255

310

367

0.627

0.624

0.619

0.614

41.5

33.3

26.6

21.6

200 x 150

8.0

10.0

41.4

51.0

52.8

64.9

2971

3568

1894

2264

7.50

7.41

5.99

5.91

297

357

253

302

359

436

294

356

3643

4409

398

475

0.679

0.674

24.1

19.6

250 x 100

10.0

12.5

51.0

62.5

64.9

79.6

4733

5622

1072

1245

8.54

8.41

4.06

3.96

379

450

214

249

491

592

251

299

2908

3436

376

438

0.674

0.668

19.6

16.0

250 x 150

5.0

6.3

8.0

10.0

12.5

16.0

30.4

38.0

47.7

58.8

72.3

90.3

38.7

48.4

60.8

74.9

92.1

115

3360

4143

5111

6174

7387

8879

1527

1874

2298

2755

3265

3873

9.31

9.25

9.17

9.08

8.96

8.79

6.28

6.22

6.15

6.06

5.96

5.80

269

331

409

494

591

710

204

250

306

367

435

516

324

402

501

611

740

906

228

283

350

426

514

625

3278

4054

5021

6090

7326

8868

337

413

506

605

717

849

0.787

0.784

0.779

0.774

0.768

0.759

32.9

26.3

21.0

17.0

13.8

11.1

300 x 100

8.0

10.0

47.7

58.8

60.8

74.9

6305

7613

1078

1275

10.2

10.1

4.21

4.13

420

508

216

255

546

666

245

296

3069

3676

387

458

0.779

0.774

21.0

17.0

300 x 200

6.3

8.0

10.0

12.5

16.0

47.9

60.3

74.5

91.9

115

61.0

76.8

94.9

117

147

7829

9717

11819

14273

17390

4193

5184

6278

7537

9109

11.3

11.3

11.2

11.0

10.9

8.29

8.22

8.13

8.02

7.87

522

648

788

952

1159

419

518

628

754

911

624

779

956

1165

1441

472

589

721

877

1080

8476

10562

12908

15677

19252

681

840

1015

1217

1468

0.984

0.979

0.974

0.968

0.959

20.9

16.6

13.4

10.9

8.67

400 x 200

8.0

10.0

12.5

16.0

72.8

90.2

112

141

92.8

115

142

179

19562

23914

29063

35738

6660

8084

9738

11824

14.5

14.4

14.3

14.1

8.47

8.39

8.28

8.13

978

1196

1453

1787

666

808

974

1182

1203

1480

1813

2256

743

911

1111

1374

15735

19259

23438

28871

1135

1376

1656

2010

1.18

1.17

1.17

1.16

13.7

11.1

8.97

7.12

450 x 250

8.0

10.0

12.5

16.0

85.4

106

131

166

109

135

167

211

30082

36895

45026

55705

12142

14819

17973

22041

16.6

16.5

16.4

16.2

10.6

10.5

10.4

10.2

1337

1640

2001

2476

971

1185

1438

1763

1622

2000

2458

3070

1081

1331

1631

2029

27083

33284

40719

50545

1629

1986

2406

2947

1.38

1.37

1.37

1.36

11.7

9.44

7.62

6.04

500 x 300

8.0

10.0

12.5

16.0

20.0

97.9

122

151

191

235

125

155

192

243

300

43728

53762

65813

81783

98777

19951

24439

29780

36768

44078

18.7

18.6

18.5

18.3

18.2

12.6

12.6

12.5

12.3

12.1

1749

2150

2633

3271

3951

1330

1629

1985

2451

2939

2100

2595

3196

4005

4885

1480

1826

2244

2804

3408

42563

52450

64389

80329

97447

2203

2696

3281

4044

4842

1.58

1.57

1.57

1.56

1.55

10.2

8.22

6.63

5.24

4.25

 

Y

 

Dimensjoner,

masse og                                                        KF HuP

statiske verdier                                                 NS-EN 10 219-2

 

Kaldformede hulprofiler                         Kvadratiske

 

 

Dimensjon

 

Tykk- else

 

Masse (7,85kg/ dm3)

 

Tver- snitts- areal

 

Annet arealmoment

 

Treghetsradius

 

Elastisk tversnitts- modul

 

Plastisk tverrsnitts- modul

Torsjonskonstanter

 

utvendig overflate

pr. m.lengde

 

Nominell lengde pr. tonn

Annet areal- moment for torsjon

Elastisk tverrsnitts- areal

for torsjon

BxB mm

T

mm

M

kg/m

A

cm2

I

cm4

i  cm

Wel cm3

Wpl cm3

It cm4

Ct cm3

As m2/m

m

25 x 25

2.0

2.5

3.0

1.36

1.64

1.89

1.74

2.09

2.41

1.48

1.69

1.84

0.924

0.899

0.874

1.19

1.35

1.47

1.47

1.71

1.91

2.53

2.97

3.33

1.80

2.07

2.27

0.093

0.091

0.090

733

610

529

30 x 30

2.0

2.5

3.0

1.68

2.03

2.36

2.14

2.59

3.01

2.72

3.16

3.50

1.13

1.10

1.08

1.81

2.10

2.34

2.21

2.61

2.96

4.54

5.40

6.15

2.75

3.20

3.58

0.113

0.111

0.110

596

492

423

40 x 40

2.0

2.5

3.0

4.0

2.31

2.82

3.30

4.20

2.94

3.59

4.21

5.35

6.94

8.22

9.32

11.1

1.54

1.51

1.49

1.44

3.47

4.11

4.66

5.54

4.13

4.97

5.72

7.01

11.3

13.6

15.8

19.4

5.23

6.21

7.07

8.48

0.153

0.151

0.150

0.146

434

355

303

238

50 x 50

2.0

2.5

3.0

4.0

5.0

2.93

3.60

4.25

5.45

6.56

3.74

4.59

5.41

6.95

8.36

14.1

16.9

19.5

23.7

27.0

1.95

1.92

1.90

1.85

1.80

5.66

6.78

7.79

9.49

10.8

6.66

8.07

9.39

11.70

13.7

22.6

27.5

32.1

40.4

47.5

8.51

10.2

11.8

14.4

16.6

0.193

0.191

0.190

0.186

0.183

341

278

236

183

152

60 x 60

3.0

4.0

5.0

5.19

6.71

8.13

6.61

8.55

10.4

35.1

43.6

50.5

2.31

2.26

2.21

11.7

14.5

16.8

14.0

17.6

20.9

57.1

72.6

86.4

17.7

22.0

25.6

0.230

0.226

0.223

193

149

123

70 x 70

2.5

3.0

3.5

4.0

5.0

5.17

6.13

7.06

7.97

9.70

6.59

7.81

8.99

10.1

12.4

49.4

57.5

65.1

72.1

84.6

2.74

2.71

2.69

2.67

2.62

14.1

16.4

18.6

20.6

24.2

16.5

19.4

22.2

24.8

29.6

78.5

92.4

106

119

142

21.2

24.7

28.0

31.1

36.7

0.271

0.270

0.268

0.266

0.263

193

163

142

126

103

80 x 80

3.0

3.5

4.0

5.0

6.0

7.07

8.16

9.22

11.3

13.2

9.0

10.4

11.7

14.4

16.8

87.8

99.8

111

131

149

3.12

3.10

3.07

3.03

2.98

22.0

25.0

27.8

32.9

37.3

25.8

29.5

33.1

39.7

45.8

140

161

180

218

252

33.0

37.6

41.8

49.7

56.6

0.310

0.308

0.306

0.303

0.299

141

123

108

88.7

75.7

90 x 90

3.0

3.5

4.0

5.0

6.0

8.01

9.26

10.5

12.8

15.1

10.2

11.8

13.3

16.4

19.2

127

145

162

193

220

3.53

3.51

3.48

3.43

3.39

28.3

32.2

36.0

42.9

49.0

33.0

37.9

42.6

51.4

59.5

201

232

261

316

368

42.5

48.5

54.2

64.7

74.2

0.350

0.348

0.346

0.343

0.339

125

108

95.4

77.9

66.2

100 x 100

3.0

4.0

5.0

6.0

8.0

8.96

11.7

14.4

17.0

21.4

11.4

14.9

18.4

21.6

27.2

177

226

271

311

366

3.94

3.89

3.84

3.79

3.67

35.4

45.3

54.2

62.3

73.2

41.2

53.3

64.6

75.1

91.1

279

362

441

514

645

53.2

68.1

81.7

94.1

114.0

0.390

0.386

0.383

0.379

0.366

112

85.2

69.4

58.9

46.8

120 x 120

4.0

5.0

6.0

8.0

10.0

14.2

17.5

20.7

26.4

31.8

18.1

22.4

26.4

33.6

40.6

402

485

562

677

777

4.71

4.66

4.61

4.49

4.38

67.0

80.9

93.7

113

129

78.3

95.4

112

138

162

637

778

913

1163

1376

101

122

141

175

203

0.466

0.463

0.459

0.446

0.437

70.2

57.0

48.2

37.9

31.4

140 x 140

4.0

5.0

6.0

8.0

10.0

16.8

20.7

24.5

31.4

38.1

21.3

26.4

31.2

40.0

48.6

652

791

920

1127

1312

5.52

5.48

5.43

5.30

5.20

93.1

113

131

161

187

108

132

155

194

230

1023

1256

1479

1901

2274

140

170

198

248

291

0.546

0.543

0.539

0.526

0.517

59.7

48.3

40.8

31.8

26.2

150 x 150

4.0

5.0

6.0

8.0

10.0

18.0

22.3

26.4

33.9

41.3

22.9

28.4

33.6

43.2

52.6

808

982

1146

1412

1653

5.93

5.89

5.84

5.71

5.61

108

131

153

188

220

125

153

180

226

269

1265

1554

1833

2364

2839

162

197

230

289

341

0.586

0.583

0.579

0.566

0.557

55.5

44.9

37.9

29.5

24.2

160 x 160

4.0

5.0

6.0

8.0

10.0

19.3

23.8

28.3

36.5

44.4

24.5

30.4

36.0

46.4

56.6

987

1202

1405

1741

2048

6.34

6.29

6.25

6.12

6.02

123

150

176

218

256

143

175

206

260

311

1541

1896

2239

2897

3490

185

226

264

334

395

0.626

0.623

0.619

0.606

0.597

51.9

42.0

35.4

27.4

22.5

180 x 180

5.0

6.0

8.0

10.0

12.0

12.5

27.0

32.1

41.5

50.7

58.5

60.5

34.4

40.8

52.8

64.6

74.5

77.0

1737

2037

2546

3017

3322

3406

7.11

7.06

6.94

6.84

6.68

6.65

193

226

283

335

369

378

224

264

336

404

454

467

2724

3223

4189

5074

5865

6050

290

340

432

515

584

600

0.703

0.699

0.686

0.677

0.658

0.656

37.1

31.2

24.1

19.7

17.1

16.5

200 x 200

5.0

6.0

8.0

10.0

12.0

12.5

30.1

35.8

46.5

57.0

66.0

68.3

38.4

45.6

59.2

72.6

84.1

87.0

2410

2833

3566

4251

4730

4859

7.93

7.88

7.76

7.65

7.50

7.47

241

283

357

425

473

486

279

330

421

508

576

594

3763

4459

5815

7072

8230

8502

362

426

544

651

743

765

0.783

0.779

0.766

0.757

0.738

0.736

33.2

27.9

21.5

17.6

15.2

14.6

250 x 250

6.0

8.0

10.0

12.0

12.5

45.2

59.1

72.7

84.8

88.0

57.6

75.2

92.6

108

112

5672

7229

8707

9859

10161

9.92

9.80

9.70

9.55

9.52

454

578

697

789

813

524

676

822

944

975

8843

11598

14197

16691

17283

681

878

1062

1226

1266

0.979

0.966

0.957

0.938

0.936

22.1

16.9

13.8

11.8

11.4

300 x 300

8.0

10.0

12.0

12.5

71.6

88.4

104

108

91.2

113

132

137

12801

15519

17767

18348

11.8

11.7

11.6

11.6

853

1035

1184

1223

991

1211

1402

1451

20312

24966

29514

30601

1293

1572

1829

1892

1.17

1.16

1.138

1.14

14.0

11.3

9.65

9.3

 

Y

 

 

Dimensjoner,

masse og                                                        KF HuP

statiske verdier                                                 NS-EN 10 219-2

 

Kaldformede hulprofiler                                      Rektangulære

 

 

Dimensjon

 

Tykk- else

 

Masse (7,85kg/ dm3)

 

Tver- snitts- areal

 

Annet arealmoment

 

Treghetsradius

 

Elastisk tversnitts- modul

 

Plastisk tverrsnitts- modul

Torsjonskonstanter

 

utvendig overflate

pr. m.lengde

 

Nominell lengde pr. tonn

Annet areal- moment for torsjon

Elastisk tverrsnitts- areal

for torsjon

HxB mm

T

mm

M

kg/m

A

cm2

Ixx cm4

Ixy cm4

ixx cm

iyy cm

Welxx cm3

Welyy cm3

Wplxx cm3

Wplyy cm3

It cm4

Ct cm3

As m2/m

m

50 x 25

2.0

2.5

3.0

2.15

2.62

3.07

2.74

3.34

3.91

8.38

9.89

11.2

2.81

3.28

3.67

1.75

1.72

1.69

1.01

0.99

0.97

3.35

3.95

4.47

2.25

2.62

2.93

4.26

5.11

5.86

2.62

3.12

3.56

7.06

8.43

9.64

3.92

4.60

5.18

0.143

0.141

0.140

465

382

326

50 x 30

2.0

2.5

3.0

4.0

2.31

2.82

3.30

4.20

2.94

3.59

4.21

5.35

9.54

11.3

12.8

15.3

4.29

5.05

5.70

6.69

1.80

1.77

1.75

1.69

1.21

1.19

1.16

1.12

3.81

4.52

5.13

6.10

2.86

3.37

3.80

4.46

4.74

5.70

6.57

8.05

3.33

3.98

4.58

5.58

9.77

11.7

13.5

16.5

4.84

5.72

6.49

7.71

0.153

0.151

0.150

0.146

434

355

303

238

60 x 30

3.0

4.0

3.77

4.83

4.81

6.15

20.5

24.7

6.80

8.06

2.06

2.00

1.19

1.14

6.83

8.23

4.53

5.37

8.82

10.92

5.39

6.62

17.5

21.5

7.95

9.52

0.170

0.166

265

207

60 x 40

2.5

3.0

4.0

5.0

3.60

4.25

5.45

6.56

4.59

5.41

6.95

8.36

22.1

25.4

31.0

35.3

11.7

13.4

16.3

18.4

2.19

2.17

2.11

2.06

1.60

1.58

1.53

1.48

7.36

8.46

10.3

11.8

5.87

6.72

8.14

9.21

9.06

10.5

13.2

15.4

6.84

7.94

9.89

11.5

25.1

29.3

36.7

42.8

9.72

11.2

13.7

15.6

0.191

0.190

0.186

0.183

278

236

183

152

70 x 40

3.0

4.0

4.72

6.08

6.01

7.75

37.3

46.0

15.5

18.9

2.49

2.44

1.61

1.56

10.7

13.1

7.75

9.44

13.4

16.8

9.05

11.3

36.5

45.8

13.2

16.2

0.210

0.206

212

164

70 x 50

3.0

4.0

5.19

6.71

6.61

8.55

44.1

54.7

26.1

32.2

2.58

2.53

1.99

1.94

12.6

15.6

10.4

12.9

15.4

19.5

12.2

15.4

53.6

68.1

17.1

21.2

0.230

0.226

193

149

80 x 40

3.0

4.0

5.0

5.19

6.71

8.13

6.61

8.55

10.4

52.3

64.8

75.1

17.6

21.5

24.6

2.81

2.75

2.69

1.63

1.59

1.54

13.1

16.2

18.8

8.78

10.7

12.3

16.5

20.9

24.7

10.2

12.8

15.0

43.9

55.2

65.0

15.3

18.8

21.7

0.230

0.226

0.223

193

149

123

80 x 50

3.0

4.0

5.0

5.66

7.34

8.91

7.21

9.35

11.4

61.1

76.4

89.2

29.4

36.5

42.3

2.91

2.86

2.80

2.02

1.98

1.93

15.3

19.1

22.3

11.8

14.6

16.9

18.8

24.0

28.5

13.6

17.2

20.5

65.0

82.7

98.4

19.7

24.6

28.7

0.250

0.246

0.243

177

136

112

80 x 60

3.0

4.0

5.0

6.13

7.97

9.70

7.81

10.1

12.4

70.0

87.9

103

44.9

56.1

65.7

3.00

2.94

2.89

2.40

2.35

2.31

17.5

22.0

25.8

15.0

18.7

21.9

21.2

27.0

32.2

17.4

22.1

26.4

88.3

113

136

24.1

30.3

35.7

0.270

0.266

0.263

163

126

103

90 x 50

3.0

3.5

4.0

5.0

6.13

7.06

7.97

9.70

7.81

8.99

10.1

12.4

81.9

92.7

103

121

32.7

36.9

40.7

47.4

3.24

3.21

3.18

3.12

2.05

2.03

2.00

1.96

18.2

20.6

22.8

26.8

13.1

14.8

16.3

18.9

22.6

25.8

28.8

34.4

15.0

17.1

19.1

22.7

76.7

87.5

97.7

116

22.4

25.3

28.0

32.7

0.270

0.268

0.266

0.263

163

142

126

103

100 x 40

3.0

4.0

5.0

6.13

7.97

9.70

7.81

10.1

12.4

92.3

116

136

21.7

26.7

30.8

3.44

3.38

3.31

1.67

1.62

1.58

18.5

23.1

27.1

10.8

13.3

15.4

23.7

30.3

36.1

12.4

15.7

18.5

59.0

74.5

87.9

19.4

24.0

27.9

0.270

0.266

0.263

163

126

103

100 x 50

3.0

4.0

5.0

6.0

6.60

8.59

10.5

12.3

8.41

10.9

13.4

15.6

106

134

158

179

36.1

44.9

52.5

58.7

3.56

3.50

3.44

3.38

2.07

2.03

1.98

1.94

21.3

26.8

31.6

35.8

14.4

18.0

21.0

23.5

26.7

34.1

40.8

46.9

16.4

20.9

25.0

28.5

88.6

113

135

154

25.0

31.3

36.8

41.4

0.290

0.286

0.283

0.279

152

116

95.4

81.5

100 x 60

3.0

3.5

4.0

5.0

6.0

7.07

8.16

9.22

11.3

13.2

9.01

10.4

11.7

14.4

16.8

121

137

153

181

205

54.6

61.9

68.7

80.8

91.2

3.66

3.63

3.60

3.55

3.49

2.46

2.44

2.42

2.37

2.33

24.1

27.4

30.5

36.2

41.1

18.2

20.6

22.9

26.9

30.4

29.6

33.8

37.9

45.6

52.5

20.8

23.8

26.6

31.9

36.6

122

139

156

188

216

30.6

34.8

38.7

45.8

51.9

0.310

0.306

0.306

0.303

0.299

141

123

108

88.7

75.7

100 x 80

3.0

4.0

5.0

8.01

10.5

12.8

10.2

13.3

16.4

149

189

226

106

134

160

3.82

3.77

3.72

3.22

3.17

3.12

29.8

37.9

45.2

26.4

33.5

39.9

35.4

45.6

55.1

30.4

39.2

47.2

196

254

308

41.9

53.4

63.7

0.350

0.346

0.343

125

95.4

77.9

120 x 40

3.0

4.0

5.0

7.07

9.22

11.3

9.01

11.7

14.4

148

187

221

25.8

31.9

36.9

4.05

3.99

3.92

1.69

1.65

1.60

24.7

31.1

36.8

12.9

15.9

18.5

32.2

41.2

49.4

14.6

18.5

22.0

74.6

94.2

111

23.5

29.2

34.1

0.310

0.306

0.303

141

108

88.7

120 x 60

3.0

3.5

4.0

5.0

6.0

8.01

9.26

10.5

12.8

15.1

10.2

11.8

13.3

16.4

19.2

189

216

241

287

328

64.4

73.1

81.2

96.0

109

4.30

4.28

4.25

4.19

4.13

2.51

2.49

2.47

2.42

2.38

31.5

35.9

40.1

47.8

54.7

21.5

24.4

27.1

32.0

36.3

39.2

44.9

50.5

60.9

70.6

24.2

27.7

31.1

37.4

43.1

156

179

201

242

280

37.1

42.2

47.0

55.8

63.6

0.350

0.348

0.346

0.343

0.339

125

1080

95.4

77.9

66.2

120 x 80

3.0

4.0

5.0

6.0

8.0

8.96

11.7

14.4

17.0

21.4

11.4

14.9

18.4

21.6

27.2

230

295

353

406

476

123

157

188

215

252

4.49

4.44

4.39

4.33

4.18

3.29

3.24

3.20

3.15

3.04

38.4

49.1

58.9

67.7

79.3

30.9

39.3

46.9

53.8

62.9

46.2

59.8

72.4

84.3

102

35.0

45.2

54.7

63.5

76.9

255

331

402

469

584

50.8

64.9

77.8

89.4

108

0.390

0.386

0.383

0.379

0.366

112

85.2

69.4

58.9

46.8

140 x 80

3.0

4.0

5.0

6.0

8.0

10.0

9.90

13.0

16.0

18.9

23.9

28.7

12.6

16.5

20.4

24.0

30.4

36.6

334

430

517

597

708

804

141

180

216

248

293

330

5.15

5.10

5.04

4.98

4.82

4.69

3.35

3.30

3.26

3.21

3.10

3.01

47.8

61.4

73.9

85.3

101

115

35.3

45.1

54.0

62.0

73.3

82.6

58.2

75.5

91.8

107

131

152

39.6

51.3

62.2

72.4

88.4

103

317

412

501

584

731

851

59.7

76.5

91.8

106

129

147

0.430

0.426

0.423

0.419

0.406

0.397

101

77.0

62.6

53.0

41.8

34.8

150 x 100

4.0

5.0

6.0

8.0

10.0

14.9

18.3

21.7

27.7

33.4

18.9

23.4

27.6

35.2

42.6

595

719

835

1008

1162

319

384

444

536

614

5.60

5.55

5.50

5.35

5.22

4.10

4.05

4.01

3.90

3.80

79.3

95.9

111

134

155

63.7

76.8

88.8

107

123

95.7

117

137

169

199

72.5

88.3

103

128

150

662

809

948

1206

1426

105

127

147

182

211

0.486

0.483

0.479

0.466

0.457

67.2

54.5

46.1

36.

29.9

160 x 80

5.0

6.0

8.0

17.5

20.7

26.4

22.4

26.4

33.6

722

836

1001

244

281

335

5.68

5.62

5.46

3.30

3.26

3.16

90.2

105

125

61.0

70.2

83.7

113

132

163

69.7

81.3

100

601

702

882

106

122

150

0.463

0.459

0.446

57.0

48.2

37.9

180 x 80

4.0

5.0

6.0

8.0

10.0

15.5

19.1

22.6

28.9

35.0

19.7

24.4

28.8

36.8

44.6

802

971

1128

1362

1570

227

272

314

377

429

6.37

6.31

6.25

6.08

5.94

3.39

3.34

3.30

3.20

3.10

89.1

108

125

151

174

56.7

68.1

78.5

94.1

107

112

137

160

198

234

63.5

77.2

90.2

111

131

578

704

823

1036

1214

100

120

139

170

196

0.506

0.503

0.499

0.486

0.477

64.5

52.3

44.2

34.6

28.6

 

Y

 

Dimensjoner,

masse og                                                        KF HuP

statiske verdier                                                 NS-EN 10 219-2

Rektangulære

Kaldformede hulprofiler

 

 

Dimensjon

 

Tykk- else

 

Masse (7,85kg/ dm3)

 

Tver- snitts- areal

 

Annet arealmoment

 

Treghetsradius

 

Elastisk tversnitts- modul

 

Plastisk tverrsnitts- modul

Torsjonskonstanter

 

utvendig overflate

pr. m.lengde

 

Nominell lengde pr. tonn

Annet areal- moment for torsjon

Elastisk tverrsnitts- areal

for torsjon

HxB mm

T

mm

M

kg/m

A

cm2

Ixx cm4

Ixy cm4

ixx cm

iyy cm

Welxx cm3

Welyy cm3

Wplxx cm3

Wplyy cm3

It cm4

Ct cm3

As m2/m

m

180 x 100

4.0

5.0

6.0

8.0

10.0

16.8

20.7

24.5

31.4

38.1

21.3

26.4

31.2

40.0

48.6

926

1124

1310

1598

1859

374

452

524

637

736

6.59

6.53

6.48

6.32

6.19

4.18

4.14

4.10

3.99

3.89

103

125

146

178

207

74.8

90.4

105

127

147

126

154

181

226

268

84.0

103

120

150

177

845

1045

1227

1565

1859

127

154

179

222

260

0.546

0.543

0.539

0.526

0.517

59.7

48.3

40.8

31.8

26.2

200 x 100

4.0

5.0

6.0

8.0

10.0

18.0

22.3

26.4

33.9

41.3

22.9

28.4

33.6

43.2

52.6

1200

1459

1703

2091

2444

411

497

577

705

818

7.23

7.17

7.12

6.95

6.82

4.23

4.19

4.14

4.04

3.94

120

146

170

209

244

82.2

99.4

115

141

164

148

181

213

267

318

91.7

112

132

165

195

985

1206

1417

1811

2154

142

172

200

250

292

0.586

0.583

0.579

0.566

0.557

55.5

44.9

37.9

29.5

24.2

200 x 120

4.0

5.0

6.0

8.0

10.0

19.3

23.8

28.3

36.5

44.4

24.5

30.4

36.0

46.4

56.6

1353

1649

1929

2386

2806

618

750

874

1079

1262

7.43

7.37

7.32

7.17

7.04

5.02

4.97

4.93

4.82

4.72

135

165

193

239

281

103

125

146

180

210

164

201

237

298

356

115

141

166

209

250

1345

1652

1947

2507

3007

172

210

245

308

364

0.626

0.623

0.619

0.606

0.597

51.9

42.0

35.4

27.4

22.5

200 x 150

4.0

5.0

6.0

8.0

10.0

21.2

26.2

31.1

40.2

49.1

26.9

33.4

39.6

51.2

62.6

1584

1935

2268

2829

3348

1021

1245

1457

1816

2143

7.67

7.62

7.56

7.43

7.31

6.16

6.11

6.06

5.95

5.85

158

193

227

283

335

136

166

194

242

286

187

230

271

344

413

154

189

223

283

339

1942

2391

2826

3665

4428

219

267

313

396

471

0.686

0.683

0.679

0.666

0.657

47.3

38.2

32.1

24.9

20.4

250 x 150

5.0

6.0

8.0

10.0

12.0

12.5

30.1

35.8

46.5

57.0

66.0

68.3

38.4

45.6

59.2

72.6

84.1

87.0

3304

3886

4886

5825

6458

6633

1508

1768

2219

2634

2925

3002

9.28

9.23

9.08

8.96

8.77

8.73

6.27

6.23

6.12

6.02

5.90

5.87

264

311

391

466

517

531

201

236

296

351

390

400

320

378

482

582

658

678

225

266

340

409

463

477

3285

3886

5050

6121

7088

7315

337

396

504

602

684

704

0.783

0.779

0.766

0.757

0.738

0.736

33.2

27.9

21.5

17.6

15.2

14.6

300 x 100

6.0

8.0

10.0

12.5

35.8

46.5

57.0

68.3

45.6

59.2

72.6

87.0

4777

5978

7106

8010

842

1045

1224

1374

10.2

10.0

9.90

9.59

4.30

4.20

4.11

3.97

318

399

474

534

168

209

245

275

411

523

631

732

188

238

285

330

2403

3080

3681

4292

306

385

455

521

0.779

0.766

0.757

0.736

27.9

21.5

17.6

14.6

300 x 200

6.0

8.0

10.0

12.0

12.5

45.2

59.1

72.7

84.8

88.0

57.6

75.2

92.6

108

112

7370

9389

11313

12788

13179

3962

5042

6058

6854

7060

11.3

11.2

11.1

10.9

10.8

8.29

8.19

8.09

7.96

7.94

491

626

754

853

879

396

504

606

685

706

588

757

921

1056

1091

446

574

698

801

828

8115

10627

12987

15236

15768

651

838

1012

1167

1204

0.979

0.966

0.957

0.938

0.936

22.1

16.9

13.8

11.8

11.4

400 x 200

8.0

10.0

12.0

12.5

71.6

88.4

104

108

91.2

113

132

137

18974

23003

26248

27100

6517

7864

8977

9260

14.4

14.3

14.1

14.1

8.45

8.36

8.24

8.22

949

1150

1312

1355

652

786

898

926

1173

1434

1656

1714

728

888

1027

1062

15820

19368

22782

23594

1133

1373

1591

1644

1.17

1.16

1.14

1.14

14.0

11.3

9.6

9.30

 

Varmvalsede kanalstål, UNP

Statiske verdier iflg NS 1911 Toleranser i flg NS-EN 10 279

Innvendig skrå flensflater:

8 % ved profiler med h ≤ 300 mm

5% ved profiler med h > 300 mm

 

 

 

 

 

 

 

 

 

 

Beteg- nelse

 

Mål i mm

 

 

Tverr- snitt mm2 x103

Overflate

 

 

 

Profilfaktor i (m-1)

 

Masse

 

 

 

H

 

 

 

B

 

 

 

s

 

 

 

t

 

 

 

r

 

 

h1 2)

 

 

m2/m

 

 

m2/t

It

Iw

 

Am/V og Ap/V

 

 

 

 

            

kg/m1)

mm4

mm6

 

x103

x106

UNP 30

4,27

30

33

5

7

3,5

1

0,544

0,174

40,7

9,12

4,36

320

232

259

171

UNP 40

4,87

40

35

5

7

3,5

11

0,621

0,199

40,9

10,0

11,9

320

242

264

185

UNP 50

5,59

50

38

5

7

3,5

20

0,712

0,232

41,5

11,2

27,8

326

247

272

194

UNP 60

5,07

60

30

6

6

3

29

0,646

0,215

42,4

9,39

21,9

333

279

286

232

UNP 65

7,09

65

42

5,5

7,5

4

33

0,903

0,273

38,5

16,1

77,3

302

237

256

190

UNP 80

8,64

80

45

6

8

4

46

1,10

0,312

36,1

21,6

168

284

227

244

186

UNP 100

10,6

100

50

6

8,5

4,5

64

1,35

0,372

35,1

28,1

414

277

223

239

186

UNP 120

13,4

120

55

7

9

4,5

82

1,70

0,434

32,4

41,5

900

253

206

220

174

UNP 140

16,0

140

60

7

10

5

98

2,04

0,489

30,6

56,8

1800

239

196

210

167

UNP 160

18,8

160

65

7,5

10,5

5,5

115

2,40

0,546

29,0

73,9

3260

227

187

200

160

UNP 180

22,0

180

70

8

11

5,5

133

2,80

0,611

27,8

95,5

5570

216

179

191

154

UNP 200

25,3

200

75

8,5

11,5

6

151

3,22

0,661

26,1

119

9070

205

171

182

148

UNP 220

29,4

220

80

9

12,5

6,5

167

3,74

0,718

24,4

160

14600

192

160

170

139

UNP 240

33,2

240

85

9,5

13

6,5

184

4,23

0,775

23,3

197

22100

183

154

163

134

UNP 260

37,9

260

90

10

14

7

200

4,83

0,834

22,0

255

33300

172

145

154

126

UNP 280

41,8

280

95

10

15

7,5

216

5,33

0,890

21,3

310

48500

167

140

149

123

UNP 300

46,2

300

100

10

16

8

232

5,88

0,950

20,6

374

69100

162

136

145

119

UNP 320

59,5

320

100

14

17,5

8,75

246

7,58

0,982

16,5

667

96100

130

111

117

98

UNP 350

60,6

350

100

14

16

8

282

7,73

1,05

17,3

612

114000

135

117

122

104

UNP 380

63,1

380

102

13,5

16

8

312

8,04

1,11

17,7

591

146000

139

120

126

107

UNP 400

71,8

400

110

14

18

9

324

9,15

1,18

16,5

816

221000

129

111

117

99

  • Når partier ved levering fra lager ikke blir veid, brukes ved fakturering konvensjonell handelsvekt som er ca 2% høyere enn
  • Avrundet nedover

 

 

 

 

 

 

 

 

 

Beteg- nelse

 

For bøyningsakse

 

 

 

Flenshull

Klasser i.h.h.t

 

 

NS-EN 1993-1-1

 

y – y

 

z – z

 

 

 

Avst.

 

Diam.

Bare

Bare trykk

 

 

bøyning

Iy

Wel.y

iy

Wpl.y

Iz

Wel.z

iz

Wpl.z

cz

cs

w

d

y-y akse

mm4

mm3

mm

mm3

mm4

mm3

mm

mm3

mm

mm

mm

mm

 

S355

 

S355

x106

x103

 

x103

x106

x103

 

x103

 

 

 

 

UNP 30

0,064

4,26

10,8

5,06

0,0533

2,68

9,9

4,57

13,1

12,6

20

UNP 40

0,141

7,05

15,0

8,40

0,0668

3,08

10,4

4,55

13,3

13,4

20

UNP 50

0,264

10,6

19,2

12,6

0,0912

3,75

11,3

6,96

13,7

14,5

20

UNP 60

0,316

10,5

22,1

12,5

0,0451

2,16

8,4

4,27

9,1

8,9

18

UNP 65

0,575

17,7

25,2

21,0

0,141

5,07

12,5

9,63

14,2

15,6

25

UNP 80

1,060

26,5

31,0

31,8

0,194

6,36

13,3

12,2

14,5

16,2

25

13

1

1

UNP 100

2,060

41,2

39,1

49,0

0,293

8,49

14,7

16,5

15,5

18,1

30

13

1

1

UNP 120

3,640

60,7

46,2

72,6

0,432

11,1

15,9

21,5

16,0

18,8

30

17/13

1

1

UNP 140

6,050

86,4

54,5

103

0,627

14,8

17,5

28,8

17,5

21,2

35

17

1

1

UNP 160

9,250

116

62,1

138

0,853

18,3

18,9

35,8

18,4

22,5

35

21/17

1

1

UNP 180

13,50

150

69,5

179

1,14

22,4

20,2

43,7

19,2

23,8

40

21

1

1

UNP 200

19,10

191

77,0

228

1,48

27,0

21,4

52,7

20,1

25,1

40

23/21

1

1

UNP 220

26,90

245

84,8

292

1,97

33,6

23,0

65,4

21,4

26,9

45

23

1

1

UNP 240

36,00

300

92,2

358

2,48

39,6

24,2

76,8

22,3

28,1

45

25/23

1

1

UNP 260

48,20

371

99,9

442

3,17

47,7

25,6

92,9

23,6

30,0

50

25

1

1

UNP 280

62,80

448

109

532

3,99

57,2

27,4

111

25,3

32,4

50

25

1

1

UNP 300

80,30

535

117

632

4,95

67,8

29,0

131

27,0

35,1

55

28

1

1

UNP 320

108,7

679

121

826

5,97

80,6

28,1

153

26,0

31,0

57

28

1

1

UNP 350

128,4

734

129

918

5,70

75,0

27,2

143

24,0

28,5

57

28

1

1

UNP 380

157,6

829

140

1014

6,15

78,7

27,7

150

23,8

30,0

60

28

1

1

UNP 400

203,5

1020

149

1236

8,46

102

30,4

194

26,5

33,6

60

28

1

1

l = annet arealmoment Wel = tverrsnittsmodul i = treghetsradius

Iw = hvelvingsmotstand

It = annet arealmoment for torsjon Wpl = plastisk tverrsnittsmodul

 

Varmvalsede kanalstål med parallelle flenser, UPE

 

Dimensjoner etter DIN 1026-2 Toleranser iflg NS-EN 10279

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Beteg- nelse

 

Mål i mm

 

 

 

Tverr-snitt mm2

 

 

 

Overflate m2/m

 

 

 

Profilfaktor i (m-1)

 

Masse

 

 

 

H

 

 

 

B

 

 

 

s

 

 

 

t

 

 

r1

It

Iw

 

Am/V og Ap/V

 

kg/m1)

mm4

mm6

 

 

 

 

 

x103

x106

UPE 80

7,9

80

50

4

7

10

1010

0,343

14,7

238

341

258

291

209

UPE 100

9,82

100

55

4,5

7,5

10

1250

0,402

20,1

569

322

248

278

204

UPE 120

12,1

120

60

5

8

12

1540

0,46

29

1199

298

233

259

195

UPE 140

14,5

140

65

5

9

12

1840

0,52

40,5

2340

282

223

247

187

UPE 160

17

160

70

5,5

9,5

12

2170

0,579

52

4184

267

212

235

180

UPE 180

19,7

180

75

5,5

10,5

12

2510

0,639

69,9

7165

254

203

224

173

UPE 200

22,8

200

80

6

11

13

2900

0,697

88,9

11570

240

193

213

165

UPE 220

26,6

220

85

6,5

12

13

3390

0,756

121

18460

223

180

198

155

UPE 240

30,2

240

90

7

12,5

15

3850

0,813

151

27780

211

171

188

148

UPE 270

35,2

270

95

7,5

13,5

15

4480

0,892

199

45570

199

163

178

142

UPE 300

44,4

300

100

9,5

15

15

5660

0,968

315

75510

171

141

153

124

UPE 330

53,2

330

105

11

16

18

6780

1,043

452

116400

154

128

138

113

UPE 360

61,2

360

110

12

17

18

7790

1,121

585

172400

144

121

130

107

UPE 400

72,2

400

115

13,5

18

18

9190

1,218

791

266400

132

112

120

100

 

  • Når partier ved levering fra lager ikke blir veid, brukes ved fakturering konvensjonell handelsvekt som er ca 2% høyere enn

 

 

 

 

 

 

 

 

 

 

 

Beteg-nelse

 

For bøyningsakse

 

 

 

Flenshull

Klasser i.h.h.t

 

 

NS-EN 1993-1-1

 

y – y

 

z – z

 

 

 

Avst.

 

Diam.

 

Bare bøyning y- y akse

 

 

 

Bare trykk

Iy

Wel.y

iy

Wpl.y

Iz

Wel.z

iz

Wpl.z

cz

ym

w

d

mm4

mm3

mm

mm3

mm4

mm3

mm

mm3

mm

mm

mm

mm

S355

S460

S355

S460

x103

x103

 

x103

x103

x103

 

x103

 

 

 

 

UPE 80

1070

26,8

32,6

31,2

254

7,98

15,9

14,1

18,17

37,1

30

13

1

1

1

1

UPE 100

2070

41,4

40,7

48

382

10,6

17,5

18,9

19,06

39,3

35

13

1

2

1

2

UPE 120

3640

60,6

48,6

70,3

554

13,8

19

24,8

19,83

41,2

35

17/13

1

2

1

2

UPE 140

5990

85,6

57,1

98,8

787

18,2

20,7

32,6

21,73

45,4

40

17

1

2

1

2

UPE 160

9110

114

64,8

132

1070

22,6

22,2

40,7

22,7

47,6

40

21/17

1

2

1

2

UPE 180

13530

150

73,4

173

1440

28,6

23,9

51,3

24,68

51,9

45

21

1

1

1

2

UPE 200

19090

191

81,1

220

1870

34,4

25,4

62,2

25,6

54,1

45

23/21

1

2

1

2

UPE 220

26820

244

89

281

2460

42,5

27

76,9

27,03

57

50

23

1

1

1

2

UPE 240

35990

300

96,7

347

3110

50,1

28,4

90,8

27,92

59,1

50

25/23

1

2

1

2

UPE 270

52550

389

108

451

4010

60,7

29,9

110

28,93

61,4

55

25

1

1

2

3

UPE 300

78230

522

118

613

5380

75,6

30,8

137

28,87

60,3

60

28

1

1

1

2

UPE 330

110080

667

127

792

6810

89,7

31,7

162

29

60

65

28

1

1

1

2

UPE 360

148250

824

138

982

8440

105

32,9

189

29,7

61,2

70

28

1

1

1

2

UPE 400

209810

1049

151

1263

10450

123

33,7

221

29,77

60,6

75

28

1

1

1

2

 

l = annet arealmoment Wel = tverrsnittsmodul i = treghetsradius

Iw = hvelvingsmotstand

It = annet arealmoment for torsjon Wpl = plastisk tverrsnittsmodul

 

Varmvalsede IPE-bjelker

 

Dimensjoner etter EURONORM 19 Statiske verdier iflg NS-EN 10 034

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Beteg- nelse

 

 

Masse kg/m1)

 

Mål i mm

Tverr-

 

Overflate

 

Profilfaktor i (m-1)

 

snitt

 

Am/V og Ap/V

 

 

H

 

B

 

s

 

t

 

r

 

h1 2)

mm2

 

m2/m

 

m2/t

 

 

 

 

x103

IPE 80

6

80

46

3,8

5,2

5

59

0,764

0,328

54,8

430

329

370

269

IPE 100

8,1

100

55

4,1

5,7

7

74

1,03

0,400

49,5

389

301

335

247

IPE 120

10,4

120

64

4,4

6,3

7

93

1,32

0,475

45,6

359

278

310

230

IPE 140

12,9

140

73

4,7

6,9

7

112

1,64

0,551

42,6

335

259

290

215

IPE 160

15,8

160

82

5,0

7,4

9

127

2,01

0,623

39,4

309

240

268

200

IPE 180

18,8

180

91

5,3

8,0

9

146

2,39

0,698

37,1

292

226

254

188

IPE 200

22,4

200

100

5,6

8,5

12

159

2,85

0,768

34,3

269

210

234

175

IPE 220

26,2

220

110

5,9

9,2

12

177

3,34

0,848

32,4

253

197

221

164

IPE 240

30,7

240

120

6,2

9,8

15

190

3,91

0,922

30,0

235

184

204

153

IPE 270

36,1

270

135

6,6

10,2

15

219

4,59

1,04

28,8

226

176

197

147

IPE 300

42,2

300

150

7,1

10,7

15

248

5,38

1,16

27,5

215

167

187

139

IPE 330

49,1

330

160

7,5

11,5

18

271

6,26

1,25

25,5

199

156

174

131

IPE 360

57,1

360

170

8,0

12,7

18

298

7,27

1,35

23,6

185

145

162

122

IPE 400

66,3

400

180

8,6

13,5

21

331

8,45

1,47

22,2

174

137

152

116

IPE 450

77,6

450

190

9,4

14,6

21

378

9,88

1,61

20,7

163

129

143

110

IPE 500

90,7

500

200

10,2

16,0

21

426

11,6

1,74

19,2

150

120

132

103

IPE 550

106

550

210

11,1

17,2

24

467

13,4

1,88

17,7

140

113

124

97

IPE 600

122

600

220

12,0

19,0

24

514

15,6

2,01

16,6

129

105

115

91

  • Når partier ved levering fra lager ikke blir veid, brukes ved fakturering konvensjonell handelsvekt som er ca 2% høyere enn
  • Avrundet nedover

 

 

 

 

 

 

 

 

 

 

 

Beteg-nelse

 

For bøyningsakse

 

 

 

Flenshull

Klasser i.h.h.t

 

 

NS-EN 1993-1-1

 

y – y

 

z – z

 

 

 

Avst.

 

Diam.

 

Bare bøyning y- y akse

 

 

 

Bare trykk

Iy

Wel.y

iy

Wpl.y

Iz

Wel.z

iz

Wpl.z

It

Iw

w

d

mm4

mm3

mm

mm3

mm4

mm3

mm

mm3

mm4

mm6

mm

mm

S355

S460

S355

S460

x106

x103

 

x103

x106

x103

 

x103

x103

x109

 

 

IPE 80

0,801

20,0

32,4

23,2

0,085

3,69

10,5

5,50

7,0

0,118

26

1

1

IPE 100

1,71

34,2

40,7

39,4

0,159

5,79

12,4

8,62

12,1

0,351

30

1

1

IPE 120

3,18

53,0

49,0

60,8

0,277

8,65

14,5

12,9

17,4

0,890

36

1

1

1

1

IPE 140

5,41

77,3

57,4

88,4

0,449

12,3

16,5

18,4

24,5

1,981

40

1

1

1

2

IPE 160

8,69

109

65,8

124

0,683

16,7

18,4

24,9

36,2

3,959

44

13

1

1

1

2

IPE 180

13,2

146

74,2

166

1,01

22,2

20,5

33,1

48,0

7,431

50

13

1

1

2

3

IPE 200

19,4

194

82,1

220

1,42

28,5

22,4

42,5

70,2

12,99

56

13

1

1

2

3

IPE 220

27,7

252

91,1

286

2,05

37,3

24,8

55,7

91,0

22,67

60

17

1

1

2

4

IPE 240

38,9

324

99,7

366

2,84

47,3

26,9

70,6

129

37,39

68

17

1

1

2

4

IPE 270

57,9

429

112

484

4,20

62,2

30,2

93,0

160

70,58

72

21/17

1

1

3

4

IPE 300

83,6

557

125

628

6,04

80,5

33,5

120

202

125,9

80

23

1

1

4

4

IPE 330

117,7

713

137

804

7,88

98,5

35,5

147

283

199,1

86

25/23

1

1

4

4

IPE 360

162,7

904

150

1020

10,4

123

37,9

184

375

313,6

90

25

1

1

4

4

IPE 400

231,3

1160

165

1308

13,2

146

39,5

219

514

490

96

28/25

1

1

4

4

IPE 450

337,4

1500

185

1702

16,8

176

41,2

264

671

791

106

28

1

1

4

4

IPE 500

482,0

1930

204

2200

21,4

214

43,1

320

897

1249

110

28

1

1

4

4

IPE 550

671,2

2440

223

2780

26,7

254

44,5

379

1240

1884

116

28

1

1

4

4

IPE 600

920,8

3070

243

3520

33,9

308

46,6

460

1660

2846

120

28

1

1

4

4

 

l = annet arealmoment Wel = tverrsnittsmodul i = treghetsradius

Iw = hvelvingsmotstand

It = annet arealmoment for torsjon Wpl = plastisk tverrsnittsmodul

 

Varmvalsede HE-A-bjelker

 

Dimensjoner etter EURONORM 53 Statiske verdier iflg. NS-EN 10 034

 

 

 

 

 

 

 

 

 

 

 

 

 

Betegnelse

 

Masse kg/m1)

 

Mål i mm

 

Tverr-snitt mm2 x103

 

Overflate

 

Profilfaktor i (m-1)

 

 

Am/V og Ap/V

 

H

B

s

t

r

h1 2)

m2/m

m2/t

 

 

 

 

HE 100 A

16,7

96

100

5

8

12

56

2,12

0,561

33,6

265

184

217

137

HE 120 A

19,9

114

120

5

8

12

74

2,53

0,677

34,1

267

185

220

137

HE 140 A

24,7

133

140

5,5

8,5

12

92

3,14

0,794

32,2

252

173

208

129

HE 160 A

30,4

152

160

6

9

15

104

3,88

0,906

29,8

230

160

189

119

HE 180 A

35,5

171

180

6

9,5

15

122

4,53

1,02

28,9

225

155

185

115

HE 200 A

42,3

190

200

6,5

10

18

134

5,38

1,14

26,8

211

145

174

107

HE 220 A

50,5

210

220

7

11

18

152

6,43

1,26

24,9

196

133

161

99

HE 240 A

60,3

230

240

7,5

12

21

164

7,68

1,37

22,7

178

122

147

91

HE 260 A

68,2

250

260

7,5

12,5

24

177

8,68

1,48

21,8

170

117

140

87

HE 280 A

76,4

270

280

8

13

24

196

9,73

1,60

21,0

164

113

135

84

HE 300 A

88,3

290

300

8,5

14

27

208

11,2

1,72

19,4

152

104

126

78

HE 320 A

97,6

310

300

9

15,5

27

225

12,4

1,76

18,0

141

98

117

74

HE 340 A

105

330

300

9,5

16,5

27

243

13,3

1,79

17,1

134

94

111

71

HE 360 A

112

350

300

10

17,5

27

261

14,3

1,83

16,4

128

91

107

70

HE 400 A

125

390

300

11

19

27

298

15,9

1,91

15,3

120

86

101

67

HE 450 A

140

440

300

11,5

21

27

344

17,8

2,01

14,4

112

83

96

66

HE 500 A

155

490

300

12

23

27

390

19,8

2,11

13,6

106

80

91

64

HE 550 A

166

540

300

12,5

24

27

438

21,2

2,21

13,3

104

79

90

65

HE 600 A

178

590

300

13

25

27

486

22,6

2,31

13,0

102

78

88

65

HE 650 A

190

640

300

13,5

26

27

534

24,2

2,41

12,7

99

77

87

65

HE 700 A

204

690

300

14,5

27

27

582

26,0

2,50

12,3

96

76

84

64

HE 800 A

224

790

300

15

28

30

674

28,6

2,70

12,0

94

76

83

65

HE 900 A

252

890

300

16

30

30

770

32,0

2,90

11,5

90

74

81

64

HE 1000 A

272

990

300

16,5

31

30

868

34,7

3,10

11,4

89

74

80

65

 

  • Når partier ved levering fra lager ikke blir veid, brukes ved fakturering konvensjonell handelsvekt som er ca 2% høyere enn
  • Avrundet nedover

 

 

 

 

 

 

 

 

 

 

Betegnelse

 

For bøyningsakse

 

 

 

Flenshull

Klasser i.h.h.t                      NS- EN 1993-1-1

 

y – y

 

z – z

 

 

 

Avstand

 

Diam.

 

Bare bøyning y-y akse

 

 

 

Bare trykk

Iy

Wel.y

iy

Wpl.y

Iz

Wel.z

iz

Wpl.z

It

Iw

w1

w2

d

mm4

mm3

mm

mm3

mm4

mm3

mm

mm3

mm4

mm6

mm

mm

mm

S355

S460

S355

S460

x106

x103

 

x103

x106

x103

 

x103

x103

x109

 

 

 

HE 100 A

3,49

72,8

40,6

83

1,34

26,8

25,1

40,0

52,6

2,581

56

13

1

1

1

1

HE 120 A

6,06

106

48,9

119

2,31

38,5

30,2

57,6

60,2

6,472

66

17

1

2

1

2

HE 140 A

10,3

155

57,3

173

3,89

55,6

35,2

83,3

81,6

15,06

76

21

2

3

2

3

HE 160 A

16,7

220

65,7

246

6,16

76,9

39,8

115

123

31,41

86

23

2

3

2

3

HE 180 A

25,1

294

74,5

324

9,25

103

45,2

154

149

60,21

100

25

3

3

3

3

HE 200 A

36,9

389

82,8

430

13,4

134

49,8

200

211

108,0

110

25

3

3

3

3

HE 220 A

54,1

515

91,7

568

19,5

178

55,1

266

286

193,3

120

25

3

3

3

3

HE 240 A

77,6

675

101

744

27,7

231

60,0

346

417

328,5

94

35

25

3

3

3

3

HE 260 A

104,5

836

110

920

36,7

282

65,0

423

526

516,4

100

40

25

3

3

3

3

HE 280 A

136,7

1010

119

1112

47,6

340

70,0

510

624

785,4

110

45

25

3

4

3

4

HE 300 A

182,6

1260

127

1384

63,1

421

74,9

630

856

1200

120

45

28

3

3

3

3

HE 320 A

229,3

1480

136

1628

69,9

466

74,9

698

1080

1512

120

45

28

3

3

3

3

HE 340 A

276,9

1680

144

1850

74,4

496

74,6

743

1280

1824

120

45

28

3

3

3

3

HE 360 A

330,9

1890

152

2080

78,9

526

74,3

788

1490

2177

120

45

28

2

3

2

3

HE 400 A

450,7

2310

168

2560

85,6

571

73,4

855

1900

2942

120

45

28

1

3

2

3

HE 450 A

637,2

2900

189

3220

94,7

631

72,9

945

2450

4148

120

45

28

1

1

2

3

HE 500 A

869,7

3550

210

3940

103,7

691

72,4

1035

3100

5643

120

45

28

1

1

3

4

HE 550 A

1119

4150

230

4620

108,2

721

71,5

1080

3530

7189

120

45

28

1

1

4

4

HE 600 A

1412

4790

250

5360

112,7

751

70,5

1125

3990

8978

120

45

28

1

1

4

4

HE 650 A

1752

5470

269

6140

117,2

782

69,7

1170

4500

11027

120

45

28

1

1

4

4

HE 700 A

2153

6240

288

7040

121,8

812

68,4

1215

5150

13352

120

45

28

1

1

4

4

HE 800 A

3034

7680

326

8700

126,4

843

66,5

1260

5990

18290

130

40

28

1

1

4

4

HE 900 A

4221

9480

363

10820

135,5

903

65,0

1350

7390

24962

130

40

28

1

1

4

4

HE 1000 A

5538

11190

400

12820

140,0

934

63,5

1395

8250

32074

130

40

28

1

2

4

4

 

l = annet arealmoment Wel = tverrsnittsmodul i = treghetsradius

Iw = hvelvingsmotstand

It = annet arealmoment for torsjon Wpl = plastisk tverrsnittsmodul

 

Varmvalsede HE-B-bjelker

 

Dimensjoner etter EURONORM 53 Statiske verdier iflg NS-EN 10 034

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Betegnelse

 

 

Masse kg/m1)

 

 

Mål i mm

 

Tverr- snitt mm2 x103

 

 

Overflate

 

Profilfaktor i (m-1)

 

 

Am/V og Ap/V

 

H

B

s

t

r

h1 2)

m2/m

m2/t

                         

HE 100 B

20,4

100

100

6

10

12

56

2,6

0,567

27,8

218

153

179

115

HE 120 B

26,7

120

120

6,5

11

12

74

3,4

0,686

25,7

201

141

166

105

HE 140 B

33,7

140

140

7

12

12

92

4,3

0,805

23,9

187

130

154

97

HE 160 B

42,6

160

160

8

13

15

104

5,43

0,918

21,5

169

117

139

88

HE 180 B

51,2

180

180

8,5

14

15

122

6,53

1,04

20,3

157

110

130

82

HE 200 B

61,3

200

200

9

15

18

134

7,81

1,15

18,8

147

102

121

76

HE 220 B

71,5

220

220

9,5

16

18

152

9,1

1,27

17,8

139

96

115

72

HE 240 B

83,2

240

240

10

17

21

164

10,6

1,38

16,6

130

90

107

67

HE 260 B

93

260

260

10

17,5

24

177

11,8

1,5

16,1

126

87

104

65

HE 280 B

103

280

280

10,5

18

24

196

13,1

1,62

15,7

123

85

102

63

HE 300 B

117

300

300

11

19

27

208

14,9

1,73

14,8

116

80

95

60

HE 320 B

127

320

300

11,5

20,5

27

225

16,1

1,77

13,9

109

76

91

58

HE 340 B

134

340

300

12

21,5

27

243

17,1

1,81

13,4

105

74

88

57

HE 360 B

142

360

300

12,5

22,5

27

261

18,1

1,85

13

102

73

85

56

HE 400 B

155

400

300

13,5

24

27

298

19,8

1,93

12,4

97

70

82

55

HE 450 B

171

450

300

14

26

27

344

21,8

2,03

11,8

91

68

77

55

HE 500 B

187

500

300

14,5

28

27

390

23,9

2,12

11,4

88

67

76

54

HE 550 B

199

550

300

15

29

27

438

25,4

2,22

11,2

87

66

75

55

HE 600 B

212

600

300

15,5

30

27

486

27

2,32

11

85

66

74

55

HE 650 B

225

650

300

16

31

27

534

28,6

2,42

10,8

84

66

74

55

HE 700 B

241

700

300

17

32

27

582

30,6

2,52

10,5

82

65

72

55

HE 800 B

262

800

300

17,5

33

30

674

33,4

2,71

10,3

81

65

72

56

HE 900 B

291

900

300

18,5

35

30

770

37,1

2,91

10

78

64

70

56

HE 1000 B

314

1000

300

19

36

30

868

40

3,11

9,9

77

65

70

57

  • Når partier ved levering fra lager ikke blir veid, brukes ved fakturering konvensjonell handelsvekt som er ca 2% høyere enn
  • Avrundet nedover

 

 

 

 

 

 

 

 

 

 

 

 

Beteg-nelse

 

For bøyningsakse

 

 

 

Flenshull

Klasser i.h.h.t

 

 

NS-EN 1993-1-1

 

y – y

 

z – z

 

It

 

Iw

 

Avstand

 

Diam.

 

Bare bøyning y-y akse

 

 

 

Bare trykk

Iy

Wel.y

iy

Wpl.y

Iz

Wel.z

iz

Wpl.z

mm4

mm6

w1

w2

d

mm4

mm3

mm

mm3

mm4

mm3

mm

mm3

x103

x109

mm

mm