comparison

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Carbon Steel Comparison Tabel

Europe Germany France Italy Belgium
EN 10025-2 EN 10025 EN 10025        
-2004 -1993 -1990 DIN 17100 NF A 35-501 UNI 7070 NBN21-101
S185 S185 Fe 310-0 St 33 A 33 Fe 320 A 320
             
  S235JR Fe 360B St 37-2 E24-2 Fe 360 B AE 235-B
  S235JRG1 Fe 360BFU USt 37-2      
S235JR S235JRG2 Fe E360BFN RSt 37-2 E24-2 Fe 360 B AE 235-B
S235J0 S235J0 Fe E 360 C St37-3U E 24-3 Fe 360 C AE 235-C
S235J2+N S235J2G3 Fe E 360 D1 St 37-3 N E24-4 Fe 360 D AE 235-D
S235J2 S235J2G4 Fe E360 D2        
            AE 255 A,B,C,D
S275JR S275JR Fe 430 B ST 44-2 E 28-2 Fe430B AE 295-B
S275J0 S275J0 Fe 430 C St44-3U E 28-3 Fe 430 C AE 295-C
S275J2+N S275J2G3 Fe 430 D1 St 44-3N E 28-4 Fe 430D AE 295-D
S275J2 S275J2G4 Fe 430 D2       AE 295-DD
             
             
             
             
S355JR S355JR Fe 510 B   E 36-2 Fe 510 B AE 355-B
S355J0 S355J0 Fe 510 C St 52-3 U E 36-3 Fe 510C AE 335-C
S355J2+N S355J2G3 Fe 510 D1 St 52-3 N   Fe 510D AE 355 D
S335J2 S335J2G4 Fe 510 D2        
S335K2+N S335K2G3 Fe 510 D D1   E 36 -4 Fe 510 DD AE355-DD
S335K2 S335K2G4 Fe 510 DD2        
             
             
             
Sweden U.K. Canada India Japan International USA
      IS        
MNC 810E BS 4360 CSAG40-21 JIS 3101 JIS 3106 ISO 630 ASTM
13 00-00       SS 330      
            FE 310 A283 A,B,C,D
13 11-00              
               
13 12-00 40(A)B 230 G IS226 SS400 SM 400A Fe 360 B A284 gr. C, D
  40C   Fe 410-S   SM400B Fe 360C  
  40D       SM400C Fe 360 D  
  40 EE           A 36
               
14 12-00 43(A)B 260W,WT IS2062     Fe 430B  
  43 C   Fe410 WA     Fe 430C A529 gr. 42,50
14 14-00 43 D   Fe 410 WB     Fe 430D  
14 14-01 43EE   Fe 410 WC       A572 gr. 42,50
26 32-00   300W.WT          
26 34-11              
21 72-00             A 573 gr. 58,65, 70
21 74-01              
21 32-01 50 B 350 W, WT IS 961 SS490 SM 490A FE 510 B  
21 34-01 50 C   Fe 570 HT   SS490B Fe 510 C A633  gr. A,C,D
21 35-01 50 D   Fe 540 WHT   SS 490 C Fe 510D  
26 42-00         SS 490 YA A 656 A656 gr. 50
26 44-11 50 DD       SS490 YB    
  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 EN 10025-4 EN 10113-2 DIN NF A 36-201 UNI   SS 14.. BS 4360
-2004 -2004 -1993
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 Steel

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 Steel

 

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 N " ≤ 0.12 ≤ 0.030 ≤ 0.010 ≤ 0.70 ≤ 0.08 ≤ 0.040 ≤ 0.43 ≤ 0.22 "
<  40   ≤ 150 " " " ≤  0.30   ≤ 0.70 " " " " "
S355G9+M ≤ 40 TMCP " ≤ 0.12 ≤ 0.030 ≤ 0.010 ≤ 0.70 ≤ 0.08 ≤ 0.030 ≤ 0.41 ≤ 0.21 "
<  40   ≤ 75 " " " " <  0.30   ≤ 0.70 " " " " "
<  75   ≤ 100   " " " " ≤ 0.20 " ≤ 0.42 ≤ 0.22 "
S355G10+N ≤ 40 N " ≤ 0.12 ≤ 0.015 ≤  0.005 *) ≤ 0.70 ≤ 0.08 ≤ 0.040 ≤ 0.43 ≤ 0.22 "
<  40   ≤ 150 " " " " " " " " "
S355G10+M ≤ 40 TMCP " ≤ 0.12 ≤ 0.015 ≤  0.005 *) ≤ 0.70 ≤ 0.08 ≤ 0.040 ≤ 0.41 ≤ 0.21 "
<  40   ≤ 75 " " " " < 0.30   ≤ 0.70 " " " " "
<  75   ≤ 100   " " " " ≤ 0.20 " ≤ 0.42 ≤ 0.22 "
API211-50(T) ≤ 50.8 N " ≤ 0.18 ≤ 0.030 ≤ 0.010 - - 0.005-0.05 " ≤ 0.43 - API 2H "
< 50.8   ≤ 101.6 " " " - - ≤ 0.45 -
API2W-50(T) ≤ 38.1 TMCP " ≤ 0.16 ≤ 0.030 ≤ 0.010 ≤ 0.75 ≤ 0.08 ≤ 0.030 ≤ 0.39 ≤ 0.23 API 2W "
<  38.1   ≤ 88.9 " " " " " " " ≤ 0.41 " "
<  88.9   ≤ 152.6   " " " " " " ≤ 0.43 ≤ 0.24  
355EM ≤ 40 N/TMCP " ≤ 0.15 ≤ 0.025 ≤ 0.015 ≤ 0.45 ≤ 0.08 ≤ 0.040 ≤ 0.43 - BS7191 "
<  40   ≤ 75 " " " " " " " ≤ 0.44 - "
<  75   ≤ 150   " " " " " " ≤ 0.45 -  
355EMZ ≤ 40 N/TMCP " ≤ 0.15 ≤ 0.025 ≤  0.005 *) ≤ 0.45 ≤ 0.08 ≤ 0.040 ≤ 0.43 - BS7191 "
<  40   ≤ 75 " " " " " " " ≤ 0.44 - "
<  75   ≤ 150   " " " " " " ≤ 0.45 -  
E36/EH36 ≤ 50 N/TMCP " ≤ 0.18 ≤ 0.025 ≤ 0.025 ≤ 0.40 ≤ 0.08 ≤  0.02 - 0.05 ≤  0.38 *) - Ship NV-rules Mobile Offsh.units
(max 100 mm) <  50   ≤ 100 " " " " " " " ≤  0.40 **) -
  <  100   ≤ 150   " " " " " " ≤  0.41 **) -

 

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

''

''

 

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)

Tensile strength Rm (Mpa)

≤  25

460 - 620

470 - 610

470 - 610

470 - 630

≥ 483

490 - 620

>  25  ≤ 40

"

-

"

"

"

"

>  40  ≤  100

"

-

-

"

"

"

>  100  ≤ 150

"

-

-

-

"

-

 

Grade 355 TMCP – Comparison of Yield 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)

Yield strength Rm (Mpa)

≤  25

≥ 355

≥ 355

≥ 355

≥ 355

345 - 551 *)

≥ 355

>  16  ≤  20

"

≥ 345

≥ 345

"

"

"

>  20  ≤ 25

"

"

"

"

"

"

>  25  ≤ 40

≥ 345

-

-

≥ 345

345 - 517 *)

"

>  40  ≤ 63

≥ 340

-

-

≥ 335

"

"

>  63  ≤ 80

≥ 325

-

-

≥ 325

"

"

>  80  ≤ 100

≥ 325

-

-

"

"

"

>  100  ≤ 120

≥ 315

-

-

"

"

"

>  120  ≤ 150

≥ 305

-

-

-

"

(DNV: ≤ 150 mm)

 

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 Energy A (Joule) - transverse (average/single) - at a test temp. 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

-

-

 

420 / 450 / 460 TMCP – Comparison of Tensile Strength

BS 7191

EN 10225

NORSOK (EN 10225)

API 2W

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

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

BS 7191

EN 10225

NORSOK (EN 10225)

API 2W

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

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

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

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

Q + T

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

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

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

Q + T

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

BS 7191

EN 10225

NORSOK (EN 10225)

API 2Y

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

TMPC

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
    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
Generelt bruksområde vedr. korrosjon Austenittisk 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  
    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
  Duplex 1.446 x 3 Cr Ni Mo N 27-5-2 0,03 24,0-27,0 4,5-7,0 1,3-2,0 N
                 
    1.4418            
  Andre   x 4 Cr Ni Mo 16-5-1 0,05 15,0-17,0 4,0-6,0 0,8-1,5 -
    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
Utsatt bruksområde vedr. korrosjon Austenittisk 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
    1.441 x 2 Cr Ni Mo N 25-7-4 0,03 24,0-26,0 6,0-8,0 3,0-4,5 N
   
  Duplex 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
    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 - -
Varmefast Austenittisk 1.4841 x 15 Cr Ni Si 25-21 *) 0,20 24,0-26,0 19,0-22,0 - -
                 
  Auste- nittisk 4305 x 8 Cr Ni S 18-9 0,10 17,0-19,0 8,0-10,0 0,6 S
Automat                
               
  UNS S32003 0,03 19,5-22,5 3,0-4,0 1,5-2,0 N,Mn
Duplex            
Nasjonale rustfrie standarder Mekaniske standarder  
Svensk USA   Min. Re 0,2 N/mm² Rm N/mm² A5 Skalnings- temperatur Øvrige
  %
SS AISI (UNS) Andre   bemerkninger
    2352 304 L - 190 480-680 40 850ºC Sveisbar
    2371 304 LN - 270 550-750 35 850ºC Sveisbar
Generelt bruksområde vedr. korrosjon Austenittisk 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
      S32101 LDX2101 450 650-800 30   Sveisbar
    2327 S 32304 SAF2304 400 600-820 25 1000ºC Sveisbar
  Duplex 2324 329 - 450 600-800 20 1070ºC Sveisbar
                   
                   
  Andre 2387 - - 620 830-1030 15 850ºC Sveisbar
    2353 316 L - 210 490-690 40 850ºC Sveisbar
    2375 316 LN - 290 580-780 35 850ºC Sveisbar
Utsatt bruksområde vedr. korrosjon Austenittisk 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)
    2377 S31803 SAF2205 480 680-880 25 - (Sveisbar)
   
  Duplex
                   
                   
Varmefast Austenittisk 2361 310 S - - max. 780 - 1150ºC Sveisbar
    - - - 230 550-750 28 1150ºC Sveisbar
  Auste- nittisk                
  2346 303 - 210 490-780 35 850ºC Sveisbar
Automat                
          min. 450-485 min. 655-695 min. 25    
  532003 AT120030 1000ºC Sveisbar
Duplex        

 

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 1.4301 1.4303 Z 6 CN 18-09 SUS 304 X 5 CrNi 1810 23 32 304S15 X 6 CrNi 18 10 X 6 CrNi 19-10 08KH18N10
CrNi 18 12 304S16 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- SUS 304LN X 2 CrNiN 1811 23 71        
Az
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 1.4406 Z 2 CND 17-12- SUS 316LN X 2 CrNiMoN 1712          
2 Az
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 1.4429 Z 2 CND 17-13-   X 2 CrNiMoN 1713 23 75        
3 Az
  X 6 CrNiMoTi 17 12 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
2 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 1.458 Z 6 CNDNb 17-   X 6 CrNiMoNb     X 6 CrNiMoNb 17 12 2   08KH16N13M2B
2 12 1712
  X 10 CrNiMoNb 18 1.4583     X 6 CrNiMoNb     X 6 CrNiMoNb 17 13 3   09KH16N15M3B
12 1713
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 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
12 CrNiTi 18 9
321 H       SUS 321H X 8 CrNiTi 1811   321S20   X 7 CrNiTi 18-11 12KH18N10T
329 X 8 CrNiMo 27 5 1.446   SUS 329J1   23 24        
347 X 6 CrNiNb 18 10 1.455 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-              
2
                     
  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 1.4000 1.4006 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
X 15 Cr 13 1.4024
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 1.4000 1.4006 Z 10 C 13 Z 12 SUS 410 X 12 Cr 13 23 02 410S21 X 12 Cr 13 X 12 Cr 13 12Kh13
X 15 Cr 13 1.4024 C 13
410 S X 6 Cr 13 1.4 Z 6 C 13 SUS 410S X 6 Cr 13 23 01 403S17 X 6 Cr 13   08Kh13
414                    

 

Comparison Table Stainless Steels Chemical Composition

    Standard of Country    
USA German UK Japan
AISI W-Nr DIN KURZNAME BS JIS
301 14310 X12Cr Ni 177 301S21 SUS 301
304 14301 XDCr Ni 189 304S16 SUS304
304L 14306 X3Cr Ni 89 304S12 SUS 304L
305 14303 X5Cr Ni 1911 305S19 SUS 305
310S 14841 X 15 Cr Ni Si 2520 310S24 SUS 310S
316 14401 X15 Cr Ni Mo 1810 306S16 SUS 316
316L 14435 X15 Cr Ni Mo 1812 306S12 SUS 316 L
430 14016 X8Cr 17 430S17 SUS 430
434 14113 - - SUS 434
410 14006 X10 Cr 13 410S21 SUS 410
420 14021 X 20 Cr 13 420S29 SUS 420 J1
420 14034 X 40 Cr 13 420S45 SUS 420 J2
    Chemical  Composition        
               
C Max SI Max Mn Max P max S Max Ni Cr Mo
0.15 1 2 0.045 0.03 6.00-8.00 16.00-18.00 -
0.08 1 2 0.045 0.03 8.00-10.50 18.00-20.00 -
0.03 1 2 0.045 0.03 9.00-13.00 18.00-20.00 -
0.12 1 2 0.045 0.03 10.50-13.00 17.00-19.00 -
0.08 01.mai 2 0.045 0.03 19.00-22.00 24.00-26.00 -
0.08 1 2 0.045 0.03 10.00-14.00 16.00-18.00 2.00-3.00
0.03 1 2 0.045 0.03 12.00-15.00 16.00-18.00 2.00-3.00
0.12 0.75 1 0.04 0.03 0.6 16.00-18.00 -
0.12 1 1 0.04 0.03 0.6 16.00-18.00 0.75-1.25
0.15 1 1 0.04 0.03 0.6 11.50-13.50 -
0.16-0.25 1 1 0.04 0.03 0.6 12.00-14.00 -
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  
USA German UK Japan
         
AISI W-Nr DIN KURZNAME BS JIS
301 14310 X12Cr Ni 177 301S21 SUS 301
304 14301 XDCr Ni 189 304S16 SUS304
304L 14306 X3Cr Ni 89 304S12 SUS 304L
305 14303 X5Cr Ni 1911 305S19 SUS 305
310S 14841 X 15 Cr Ni Si 2520 310S24 SUS 310S
316 14401 X15 Cr Ni Mo 1810 306S16 SUS 316
316L 14435 X15 Cr Ni Mo 1812 306S12 SUS 316 L
430 14016 X8Cr 17 430S17 SUS 430
434 14113 - - SUS 434
410 14006 X10 Cr 13 410S21 SUS 410
420 14021 X 20 Cr 13 420S29 SUS 420 J1
420 14034 X 40 Cr 13 420S45 SUS 420 J2
        Mechanical Properties    
Tensile test(min) Hardness (Max)
Y/S   T/S          
kg/mm2 N/mm2 kgf/mm2 N/mm2 Elongation HB HRB Hv
21 206 53 520 40 187 90 200
21 206 53 520 40 187 90 200
18 177 49 481 40 187 90 200
18 177 49 481 40 187 90 200
21 206 53 520 40 187 90 200
21 206 53 520 40 187 90 200
18 177 49 481 40 187 90 200
21 206 46 451 22 183 88 200
21 206 46 451 22 183 88 200
21 206 45 441 20 200 93 210
23 226 53 520 18 223 97 234
23 226 55 539 18 235 99 247

EN 10029 table

 

Nominell tykkelse

Toleranser for nominell tykkelse

Classe A

Classe B

Classe C

Classe 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

Nominell bredde

Nedre

Øvre

grense

grense

< 40

0

20

≥ 40 < 150

0

25

≥ 150 ≤ 400

0

30

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

 

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

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

 

EN 10051

 

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

 

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

 

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

 

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

 

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

 

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

 

Nominell lengde l

Toleranser

Nedre

Øvre

grense

grense

 

< 2000

0

+10

≥ 2000

< 8000

0

0,005 x l

≥ 8000

 

0

+ 40

 

Nominell  bredde

Toleranser

Valsekanter

Trimmede kanter    1)

Nedre grense

Øvre grense

Nedre grense

Øvre grense

 

≤ 1200

0

+20

0

+3

> 1200

≤ 1850

0

+20

0

+5

> 1850

 

0

+25

0

+6

 

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

 

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
           
    EN 10025- S235JR Plates and sections  
    (all parts) S235JRH Hot finished tubulars  
Y01 5 EN 10210- S235JRH Cold formed tubulars IV
    (all parts)      
    EN 10219-      
    (all parts)      
    EN 10025- S275JR Plates and sections  
    (all parts) S275J0H Hot finished tubulars  
Y02 4 EN 10210- S275J0H Cold formed tubulars IV
    (all parts)      
    EN 10219-      
    (all parts)      
    EN 10025- S355J0 Plates and sections  
    (all parts) S355J0H Hot finished tubulars  
Y04 2 EN 10210- S355J2H Cold formed tubulars IV
    (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
        Hot finished seamless tubulars  
Y06 3 EN 10225 S355G1+N 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.

MATERIAL DATA SHEET         MDS - Y01 Rev. 5 June 2007

 

TYPE OF MATERIAL: Structural Steel

 

 

PRODUCT

STANDARD

GRADE

 

 

 

 

Plates and sections

EN 10025

S235JR

 

 

 

 

Hot finished tubulars

EN 10210

S235JRH

 

 

 

 

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

 

 

PRODUCT

STANDARD

GRADE

 

 

 

 

Plates and sections

EN 10025

S275JR

 

 

 

 

Hot finished tubulars

EN 10210

S275J0H

 

 

 

 

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 DESTRUCTIVETESTING (NDT)

 

 

SURFACE  PROTECTION

 

 

MARKING

 

 

CERTIFICATE

EN 10 204 Type 3.1.

 

 

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.

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

RolledSections

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

 

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

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

 

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

 

                Torsjonskonstanter    
Dimensjon Tykk- else Masse (7,85kg/ dm3) Tver- snitts- areal Annet arealmoment Treghetsradius Elastisk tversnitts- modul Plastisk tverrsnitts- modul utvendig overflate Nominell lengde pr. tonn
                Annet areal- moment for torsjon Elastisk tverrsnitts- areal pr. m.lengde  
                for torsjon    
BxB mm T M A I i cm Wel cm3 Wpl cm3 It cm4 Ct cm3 As m2/m m
mm kg/m cm2 cm4
40 x 40 3 3.41 4.34 9.78 1.5 4.89 5.97 15.7 7.1 0.152 293
3.2 3.61 4.6 10.2 1.49 5.11 6.28 16.5 7.42 0.152 277
4 4.39 5.59 11.8 1.45 5.91 7.44 19.5 8.54 0.15 228
5 5.28 6.73 13.4 1.41 6.68 8.66 22.5 9.6 0.147 189
50 x 50 3 4.35 5.54 20.2 1.91 8.08 9.7 32.1 11.8 0.192 230
3.2 4.62 5.88 21.2 1.9 8.49 10.2 33.8 12.4 0.192 217
4 5.64 7.19 25 1.86 9.99 12.3 40.4 14.5 0.19 177
5 6.85 8.73 28.9 1.82 11.6 14.5 47.6 16.7 0.187 146
6.3 8.31 10.6 32.8 1.76 13.1 17 55.2 18.8 0.184 120
60 x 60 3 5.29 6.74 36.2 2.32 12.1 14.3 56.9 17.7 0.232 189
3.2 5.62 7.16 38.2 2.31 12.7 15.2 60.2 18.6 0.232 178
4 6.9 8.79 45.4 2.27 15.1 18.3 72.5 22 0.23 145
5 8.42 10.7 53.3 2.23 17.8 21.9 86.4 25.7 0.227 119
6.3 10.3 13.1 61.6 2.17 20.5 26 102 29.6 0.224 97.2
8 12.5 16 69.7 2.09 23.2 30.4 118 33.4 0.219 79.9
70 x 70 3.6 7.4 9.42 68.6 2.7 19.6 23.3 108 28.7 0.271 135
5 9.99 12.7 88.5 2.64 25.3 30.8 142 36.8 0.267 100
6.3 12.3 15.6 104 2.58 29.7 36.9 169 42.9 0.264 81.5
8 15 19.2 120 2.5 34.2 43.8 200 49.2 0.259 66.5
80 x 80 3.6 8.53 10.9 105 3.11 26.2 31 164 38.5 0.311 117
4 9.41 12 114 3.09 28.6 34 180 41.9 0.31 106
5 11.6 14.7 137 3.05 34.2 41.1 217 49.8 0.307 86.5
6.3 14.2 18.1 162 2.99 40.5 49.7 262 58.7 0.304 70.2
8 17.5 22.4 189 2.91 47.3 59.5 312 68.3 0.299 57
90 x 90 3.6 9.66 12.3 152 3.52 33.8 39.7 237 49.7 0.351 104
4 10.7 13.6 166 3.5 37 43.6 260 54.2 0.35 93.7
5 13.1 16.7 200 3.45 44.4 53 316 64.8 0.347 76.1
6.3 16.2 20.7 238 3.4 53 64.3 382 77 0.344 61.6
8 20.1 25.6 281 3.32 62.6 77.6 459 90.5 0.339 49.9
100 x 100 4 11.9 15.2 232 3.91 46.4 54.4 361 68.2 0.39 83.9
5 14.7 18.7 279 3.86 55.9 66.4 439 81.8 0.387 68
6.3 18.2 23.2 336 3.8 67.1 80.9 534 97.8 0.384 54.9
8 22.6 28.8 400 3.73 79.9 98.2 646 116 0.379 44.3
10 27.4 34.9 462 3.64 92.4 116 761 133 0.374 36.5
120 x 120 5 17.8 22.7 498 4.68 83 97.6 777 122 0.467 56
6.3 22.2 28.2 603 4.62 100 120 950 147 0.464 45.1
8 27.6 35.2 726 4.55 121 146 1160 176 0.459 36.2
10 33.7 42.9 852 4.46 142 175 1382 206 0.454 29.7
12.5 40.9 52.1 982 4.34 164 207 1623 236 0.448 24.5
140 x 140 5 21 26.7 807 5.5 115 135 1253 170 0.547 47.7
6.3 26.1 33.3 984 5.44 141 166 1540 206 0.544 38.3
8 32.6 41.6 1195 5.36 171 204 1892 249 0.539 30.7
10 40 50.9 1416 5.27 202 246 2272 294 0.534 25
12.5 48.7 62.1 1653 5.16 236 293 2696 342 0.528 20.5
150 x 150 5 22.6 28.7 1002 5.9 134 156 1550 197 0.587 44.3
6.3 28.1 35.8 1223 5.85 163 192 1909 240 0.584 35.6
8 35.1 44.8 1491 5.77 199 237 2351 291 0.579 28.5
10 43.1 54.9 1773 5.68 236 286 2832 344 0.574 23.2
12.5 52.7 67.1 2080 5.57 277 342 3375 402 0.568 19
16 65.2 83 2430 5.41 324 411 4026 467 0.559 15.3
160 x 160 5 24.1 30.7 1225 6.31 153 178 1892 226 0.627 41.5
6.3 30.1 38.3 1499 6.26 187 220 2333 275 0.624 33.3
8 37.6 48 1831 6.18 229 272 2880 335 0.619 26.6
10 46.3 58.9 2186 6.09 273 329 3478 398 0.614 21.6
12.5 56.6 72.1 2576 5.98 322 395 4158 467 0.608 17.7
180 x 180 6.3 34 43.3 2168 7.07 241 281 3361 355 0.704 29.4
8 42.7 54.4 2661 7 296 349 4162 434 0.699 23.4
10 52.5 66.9 3193 6.91 355 424 5048 518 0.694 19
12.5 64.4 82.1 3790 6.8 421 511 6070 613 0.688 15.5
16 80.2 102 4504 6.64 500 621 7343 724 0.679 12.5
200 x 200 5 30.4 38.7 2445 7.95 245 283 3756 362 0.787 32.9
6.3 38 48.4 3011 7.89 301 350 4653 444 0.784 26.3
8 47.7 60.8 3709 7.81 371 436 5778 545 0.779 21
10 58.8 74.9 4471 7.72 447 531 7031 655 0.774 17
12.5 72.3 92.1 5336 7.61 534 643 8491 778 0.768 13.8
16 90.3 115 6394 7.46 639 785 10340 927 0.759 11.1
250 x 250 6.3 47.9 61 6014 9.93 481 556 9238 712 0.984 20.9
8 60.3 76.8 7455 9.86 596 694 11525 880 0.979 16.6
10 74.5 94.9 9055 9.77 724 851 14106 1065 0.974 13.4
12.5 91.9 117 10915 9.66 873 1037 17164 1279 0.968 10.9
16 115 147 13267 9.5 1061 1280 21138 1546 0.959 8.67
300 x 300 6.3 57.8 73.6 10547 12 703 809 16136 1043 1.18 17.3
8 72.8 92.8 13128 11.9 875 1013 20194 1294 1.18 13.7
10 90.2 115 16026 11.8 1068 1246 24807 1575 1.17 11.1
12.5 112 142 19442 11.7 1296 1525 30333 1904 1.17 8.97
16 141 179 23850 11.5 1590 1895 37622 2325 1.16 7.12
350 x 350 8 85.4 109 21129 13.9 1207 1392 32384 1789 1.38 11.7
10 106 135 25884 13.9 1479 1715 39886 2185 1.37 9.44
12.5 131 167 31541 13.7 1802 2107 48934 2654 1.37 7.62
16 166 211 38942 13.6 2225 2630 60990 3264 1.36 6.04
400 x 400 10 122 155 39128 15.9 1956 2260 60092 2895 1.57 8.22
12.5 151 192 47839 15.8 2392 2782 73906 3530 1.57 6.63
16 191 243 59344 15.6 2967 3484 92442 4362 1.56 5.24
20 235 300 71535 15.4 3577 4247 112489 5237 1.55 4.25
                Torsjonskonstanter    
Dimensjon Tykk- else Masse (7,85kg/ dm3) Tver- snitts- areal Annet arealmoment Treghetsradius Elastisk tversnitts- modul Plastisk tverrsnitts- modul utvendig overflate Nominell lengde pr. tonn
                Annet areal- moment for torsjon Elastisk tverrsnitts- areal pr. m.lengde  
                for torsjon    
HxB mm T M A Ixx cm4 Ixy cm4 ixx cm iyy cm Welxx cm3 Welyy cm3 Wplxx cm3 Wplyy cm3 It cm4 Ct cm3 As m2/m m
mm kg/m cm2
50 x 30 3.2 3.61 4.6 14.2 6.2 1.76 1.16 5.68 4.13 7.25 5 14.2 6.8 0.152 277
60 x 40 3 4.35 5.54 26.5 13.9 2.18 1.58 8.82 6.95 10.9 8.19 29.2 11.2 0.192 230
4 5.64 7.19 32.8 17 2.14 1.54 10.9 8.52 13.8 10.3 36.7 13.7 0.19 177
5 6.85 8.73 38.1 19.5 2.09 1.5 12.7 9.77 16.4 12.2 43 15.7 0.187 146
80 x 40 3.2 5.62 7.16 57.2 18.9 2.83 1.63 14.3 9.46 18 11 46.2 16.1 0.232 178
4 6.9 8.79 68.2 22.2 2.79 1.59 17.1 11.1 21.8 13.2 55.2 18.9 0.23 145
5 8.42 10.7 80.3 25.7 2.74 1.55 20.1 12.9 26.1 15.7 65.1 21.9 0.227 119
6.3 10.3 13.1 93.3 29.2 2.67 1.49 23.3 14.6 31.1 18.4 75.6 24.8 0.224 97.2
8 12.5 16 106 32.1 2.58 1.42 26.5 16.1 36.5 21.2 85.8 27.4 0.219 79.9
90 x 50 3.6 7.4 9.42 98.3 38.7 3.23 2.03 21.8 15.5 27.2 18 89.4 25.9 0.271 135
5 9.99 12.7 127 49.2 3.16 1.97 28.3 19.7 36 23.5 116 32.9 0.267 100
6.3 12.3 15.6 150 57 3.1 1.91 33.3 22.8 43.2 28 138 38.1 0.264 81.5
100 x 50 3 6.71 8.54 110 36.8 3.58 2.08 21.9 14.7 27.3 16.8 88.4 25 0.292 149
3.2 7.13 9.08 116 38.8 3.57 2.07 23.2 15.5 28.9 17.7 93.4 26.4 0.929 140
4 8.78 11.2 140 46.2 3.53 2.03 27.9 18.5 35.2 21.5 113 31.4 0.29 114
5 10.8 13.7 167 54.3 3.48 1.99 33.3 21.7 42.6 25.8 135 36.9 0.287 92.8
6.3 13.3 16.9 197 63 3.42 1.93 39.4 25.2 51.3 30.8 160 42.9 0.284 75.4
8 16.3 20.8 230 71.7 3.33 1.86 46 28.7 61.4 36.3 186 48.9 0.279 61.4
100 x 60 3.6 8.53 10.9 145 64.8 3.65 2.44 28.9 21.6 35.6 24.9 142 35.6 0.311 117
5 11.6 14.7 189 83.6 3.58 2.38 37.8 27.9 47.4 32.9 188 45.9 0.307 86.5
6.3 14.2 18.1 225 98.1 3.52 2.33 45 32.7 57.3 39.5 224 53.8 0.304 70.2
8 17.5 22.4 264 113 3.44 2.25 52.8 37.8 68.7 47.1 265 62.2 0.299 57
120 x 60 3.6 9.66 12.3 227 76.3 4.3 2.49 37.9 25.4 47.2 28.9 183 43.3 0.351 103
5 13.1 16.7 299 98.8 4.23 2.43 49.9 32.9 63.1 38.4 242 56 0.347 76.1
6.3 16.2 20.7 358 116 4.16 2.37 59.7 38.8 76.7 46.3 290 65.9 0.344 61.6
8 20.1 25.6 425 135 4.08 2.3 70.8 45 92.7 55.4 344 76.6 0.339 49.9
120 x 80 5 14.7 18.7 365 193 4.42 3.21 60.9 48.2 74.6 56.1 401 77.9 0.387 68
6.3 18.2 23.2 440 230 4.36 3.15 73.3 57.6 91 68.2 487 92.9 0.384 54.9
8 22.6 28.8 525 273 4.27 3.08 87.5 68.1 111 82.6 587 110 0.379 44.3
10 27.4 34.9 609 313 4.18 2.99 101.6 78.1 131 97.3 688 126 0.374 36.5
150 x 100 5 18.6 23.7 739 392 5.58 4.07 98.5 78.5 119 90.1 807 127 0.487 53.7
6.3 23.1 29.5 898 474 5.52 4.01 120 94.8 147 110 986 153 0.484 43.2
8 28.9 36.8 1087 569 5.44 3.94 145 114 180 135 1203 183 0.479 34.7
10 35.3 44.9 1282 665 5.34 3.85 171 133 216 161 1432 214 0.474 28.4
12.5 42.8 54.6 1488 763 5.22 3.74 198 153 256 190 1679 246 0.468 23.3
160 x 80 4 14.4 18.4 612 207 5.77 3.35 76.5 51.7 94.7 58.3 493 88.1 0.47 69.3
5 17.8 22.7 744 249 5.72 3.31 93 62.3 116 71.1 600 106 0.467 56
6.3 22.2 28.2 903 299 5.66 3.26 113 74.8 142 86.8 730 127 0.464 45.1
8 27.6 35.2 1091 356 5.57 3.18 136 89 175 106 883 151 0.459 36.2
10 33.7 42.9 1284 411 5.47 3.1 161 103 209 125 1041 175 0.454 29.7
200 x 100 5 22.6 28.7 1495 505 7.21 4.19 149 101 185 114 1204 172 0.587 44.3
6.3 28.1 35.8 1829 613 7.15 4.14 183 123 228 140 1475 208 0.584 35.6
8 35.1 44.8 2234 739 7.06 4.06 223 148 282 172 1804 251 0.579 28.5
10 43.1 54.9 2664 869 6.96 3.98 266 174 341 206 2156 295 0.574 23.2
12.5 52.7 67.1 3136 1004 6.84 3.87 314 201 408 245 2541 341 0.568 19
200 x 120 5 24.1 30.7 1685 762 7.4 4.98 168 127 205 144 1648 210 0.627 41.5
6.3 30.1 38.3 2065 929 7.34 4.92 207 155 253 177 2028 255 0.624 33.3
8 37.6 48 2529 1128 7.26 4.85 253 188 313 218 2495 310 0.619 26.6
10 46.3 58.9 3026 1337 7.17 4.76 303 223 379 263 3001 367 0.614 21.6
200 x 150 8 41.4 52.8 2971 1894 7.5 5.99 297 253 359 294 3643 398 0.679 24.1
10 51 64.9 3568 2264 7.41 5.91 357 302 436 356 4409 475 0.674 19.6
250 x 100 10 51 64.9 4733 1072 8.54 4.06 379 214 491 251 2908 376 0.674 19.6
12.5 62.5 79.6 5622 1245 8.41 3.96 450 249 592 299 3436 438 0.668 16
250 x 150 5 30.4 38.7 3360 1527 9.31 6.28 269 204 324 228 3278 337 0.787 32.9
6.3 38 48.4 4143 1874 9.25 6.22 331 250 402 283 4054 413 0.784 26.3
8 47.7 60.8 5111 2298 9.17 6.15 409 306 501 350 5021 506 0.779 21
10 58.8 74.9 6174 2755 9.08 6.06 494 367 611 426 6090 605 0.774 17
12.5 72.3 92.1 7387 3265 8.96 5.96 591 435 740 514 7326 717 0.768 13.8
16 90.3 115 8879 3873 8.79 5.8 710 516 906 625 8868 849 0.759 11.1
300 x 100 8 47.7 60.8 6305 1078 10.2 4.21 420 216 546 245 3069 387 0.779 21
10 58.8 74.9 7613 1275 10.1 4.13 508 255 666 296 3676 458 0.774 17
300 x 200 6.3 47.9 61 7829 4193 11.3 8.29 522 419 624 472 8476 681 0.984 20.9
8 60.3 76.8 9717 5184 11.3 8.22 648 518 779 589 10562 840 0.979 16.6
10 74.5 94.9 11819 6278 11.2 8.13 788 628 956 721 12908 1015 0.974 13.4
12.5 91.9 117 14273 7537 11 8.02 952 754 1165 877 15677 1217 0.968 10.9
16 115 147 17390 9109 10.9 7.87 1159 911 1441 1080 19252 1468 0.959 8.67
400 x 200 8 72.8 92.8 19562 6660 14.5 8.47 978 666 1203 743 15735 1135 1.18 13.7
10 90.2 115 23914 8084 14.4 8.39 1196 808 1480 911 19259 1376 1.17 11.1
12.5 112 142 29063 9738 14.3 8.28 1453 974 1813 1111 23438 1656 1.17 8.97
16 141 179 35738 11824 14.1 8.13 1787 1182 2256 1374 28871 2010 1.16 7.12
450 x 250 8 85.4 109 30082 12142 16.6 10.6 1337 971 1622 1081 27083 1629 1.38 11.7
10 106 135 36895 14819 16.5 10.5 1640 1185 2000 1331 33284 1986 1.37 9.44
12.5 131 167 45026 17973 16.4 10.4 2001 1438 2458 1631 40719 2406 1.37 7.62
16 166 211 55705 22041 16.2 10.2 2476 1763 3070 2029 50545 2947 1.36 6.04
500 x 300 8 97.9 125 43728 19951 18.7 12.6 1749 1330 2100 1480 42563 2203 1.58 10.2
10 122 155 53762 24439 18.6 12.6 2150 1629 2595 1826 52450 2696 1.57 8.22
12.5 151 192 65813 29780 18.5 12.5 2633 1985 3196 2244 64389 3281 1.57 6.63
16 191 243 81783 36768 18.3 12.3 3271 2451 4005 2804 80329 4044 1.56 5.24
20 235 300 98777 44078 18.2 12.1 3951 2939 4885 3408 97447 4842 1.55 4.25
                Torsjonskonstanter    
Dimensjon Tykk- else Masse (7,85kg/ dm3) Tver- snitts- areal Annet arealmoment Treghetsradius Elastisk tversnitts- modul Plastisk tverrsnitts- modul utvendig overflate Nominell lengde pr. tonn
                Annet areal- moment for torsjon Elastisk tverrsnitts- areal pr. m.lengde  
                for torsjon    
BxB mm T M A I i cm Wel cm3 Wpl cm3 It cm4 Ct cm3 As m2/m m
mm kg/m cm2 cm4
25 x 25 2 1.36 1.74 1.48 0.924 1.19 1.47 2.53 1.8 0.093 733
2.5 1.64 2.09 1.69 0.899 1.35 1.71 2.97 2.07 0.091 610
3 1.89 2.41 1.84 0.874 1.47 1.91 3.33 2.27 0.09 529
30 x 30 2 1.68 2.14 2.72 1.13 1.81 2.21 4.54 2.75 0.113 596
2.5 2.03 2.59 3.16 1.1 2.1 2.61 5.4 3.2 0.111 492
3 2.36 3.01 3.5 1.08 2.34 2.96 6.15 3.58 0.11 423
40 x 40 2 2.31 2.94 6.94 1.54 3.47 4.13 11.3 5.23 0.153 434
2.5 2.82 3.59 8.22 1.51 4.11 4.97 13.6 6.21 0.151 355
3 3.3 4.21 9.32 1.49 4.66 5.72 15.8 7.07 0.15 303
4 4.2 5.35 11.1 1.44 5.54 7.01 19.4 8.48 0.146 238
50 x 50 2 2.93 3.74 14.1 1.95 5.66 6.66 22.6 8.51 0.193 341
2.5 3.6 4.59 16.9 1.92 6.78 8.07 27.5 10.2 0.191 278
3 4.25 5.41 19.5 1.9 7.79 9.39 32.1 11.8 0.19 236
4 5.45 6.95 23.7 1.85 9.49 11.7 40.4 14.4 0.186 183
5 6.56 8.36 27 1.8 10.8 13.7 47.5 16.6 0.183 152
60 x 60 3 5.19 6.61 35.1 2.31 11.7 14 57.1 17.7 0.23 193
4 6.71 8.55 43.6 2.26 14.5 17.6 72.6 22 0.226 149
5 8.13 10.4 50.5 2.21 16.8 20.9 86.4 25.6 0.223 123
70 x 70 2.5 5.17 6.59 49.4 2.74 14.1 16.5 78.5 21.2 0.271 193
3 6.13 7.81 57.5 2.71 16.4 19.4 92.4 24.7 0.27 163
3.5 7.06 8.99 65.1 2.69 18.6 22.2 106 28 0.268 142
4 7.97 10.1 72.1 2.67 20.6 24.8 119 31.1 0.266 126
5 9.7 12.4 84.6 2.62 24.2 29.6 142 36.7 0.263 103
80 x 80 3 7.07 9 87.8 3.12 22 25.8 140 33 0.31 141
3.5 8.16 10.4 99.8 3.1 25 29.5 161 37.6 0.308 123
4 9.22 11.7 111 3.07 27.8 33.1 180 41.8 0.306 108
5 11.3 14.4 131 3.03 32.9 39.7 218 49.7 0.303 88.7
6 13.2 16.8 149 2.98 37.3 45.8 252 56.6 0.299 75.7
90 x 90 3 8.01 10.2 127 3.53 28.3 33 201 42.5 0.35 125
3.5 9.26 11.8 145 3.51 32.2 37.9 232 48.5 0.348 108
4 10.5 13.3 162 3.48 36 42.6 261 54.2 0.346 95.4
5 12.8 16.4 193 3.43 42.9 51.4 316 64.7 0.343 77.9
6 15.1 19.2 220 3.39 49 59.5 368 74.2 0.339 66.2
100 x 100 3 8.96 11.4 177 3.94 35.4 41.2 279 53.2 0.39 112
4 11.7 14.9 226 3.89 45.3 53.3 362 68.1 0.386 85.2
5 14.4 18.4 271 3.84 54.2 64.6 441 81.7 0.383 69.4
6 17 21.6 311 3.79 62.3 75.1 514 94.1 0.379 58.9
8 21.4 27.2 366 3.67 73.2 91.1 645 114 0.366 46.8
120 x 120 4 14.2 18.1 402 4.71 67 78.3 637 101 0.466 70.2
5 17.5 22.4 485 4.66 80.9 95.4 778 122 0.463 57
6 20.7 26.4 562 4.61 93.7 112 913 141 0.459 48.2
8 26.4 33.6 677 4.49 113 138 1163 175 0.446 37.9
10 31.8 40.6 777 4.38 129 162 1376 203 0.437 31.4
140 x 140 4 16.8 21.3 652 5.52 93.1 108 1023 140 0.546 59.7
5 20.7 26.4 791 5.48 113 132 1256 170 0.543 48.3
6 24.5 31.2 920 5.43 131 155 1479 198 0.539 40.8
8 31.4 40 1127 5.3 161 194 1901 248 0.526 31.8
10 38.1 48.6 1312 5.2 187 230 2274 291 0.517 26.2
150 x 150 4 18 22.9 808 5.93 108 125 1265 162 0.586 55.5
5 22.3 28.4 982 5.89 131 153 1554 197 0.583 44.9
6 26.4 33.6 1146 5.84 153 180 1833 230 0.579 37.9
8 33.9 43.2 1412 5.71 188 226 2364 289 0.566 29.5
10 41.3 52.6 1653 5.61 220 269 2839 341 0.557 24.2
160 x 160 4 19.3 24.5 987 6.34 123 143 1541 185 0.626 51.9
5 23.8 30.4 1202 6.29 150 175 1896 226 0.623 42
6 28.3 36 1405 6.25 176 206 2239 264 0.619 35.4
8 36.5 46.4 1741 6.12 218 260 2897 334 0.606 27.4
10 44.4 56.6 2048 6.02 256 311 3490 395 0.597 22.5
180 x 180 5 27 34.4 1737 7.11 193 224 2724 290 0.703 37.1
6 32.1 40.8 2037 7.06 226 264 3223 340 0.699 31.2
8 41.5 52.8 2546 6.94 283 336 4189 432 0.686 24.1
10 50.7 64.6 3017 6.84 335 404 5074 515 0.677 19.7
12 58.5 74.5 3322 6.68 369 454 5865 584 0.658 17.1
12.5 60.5 77 3406 6.65 378 467 6050 600 0.656 16.5
200 x 200 5 30.1 38.4 2410 7.93 241 279 3763 362 0.783 33.2
6 35.8 45.6 2833 7.88 283 330 4459 426 0.779 27.9
8 46.5 59.2 3566 7.76 357 421 5815 544 0.766 21.5
10 57 72.6 4251 7.65 425 508 7072 651 0.757 17.6
12 66 84.1 4730 7.5 473 576 8230 743 0.738 15.2
12.5 68.3 87 4859 7.47 486 594 8502 765 0.736 14.6
250 x 250 6 45.2 57.6 5672 9.92 454 524 8843 681 0.979 22.1
8 59.1 75.2 7229 9.8 578 676 11598 878 0.966 16.9
10 72.7 92.6 8707 9.7 697 822 14197 1062 0.957 13.8
12 84.8 108 9859 9.55 789 944 16691 1226 0.938 11.8
12.5 88 112 10161 9.52 813 975 17283 1266 0.936 11.4
300 x 300 8 71.6 91.2 12801 11.8 853 991 20312 1293 1.17 14
10 88.4 113 15519 11.7 1035 1211 24966 1572 1.16 11.3
12 104 132 17767 11.6 1184 1402 29514 1829 1.138 9.65
12.5 108 137 18348 11.6 1223 1451 30601 1892 1.14 9.3
                Torsjonskonstanter    
Dimensjon Tykk- else Masse (7,85kg/ dm3) Tver- snitts- areal Annet arealmoment Treghetsradius Elastisk tversnitts- modul Plastisk tverrsnitts- modul utvendig overflate Nominell lengde pr. tonn
                Annet areal- moment for torsjon Elastisk tverrsnitts- areal pr. m.lengde  
                for torsjon    
HxB mm T M A Ixx cm4 Ixy cm4 ixx cm iyy cm Welxx cm3 Welyy cm3 Wplxx cm3 Wplyy cm3 It cm4 Ct cm3 As m2/m m
mm kg/m cm2
50 x 25 2 2.15 2.74 8.38 2.81 1.75 1.01 3.35 2.25 4.26 2.62 7.06 3.92 0.143 465
2.5 2.62 3.34 9.89 3.28 1.72 0.99 3.95 2.62 5.11 3.12 8.43 4.6 0.141 382
3 3.07 3.91 11.2 3.67 1.69 0.97 4.47 2.93 5.86 3.56 9.64 5.18 0.14 326
50 x 30 2 2.31 2.94 9.54 4.29 1.8 1.21 3.81 2.86 4.74 3.33 9.77 4.84 0.153 434
2.5 2.82 3.59 11.3 5.05 1.77 1.19 4.52 3.37 5.7 3.98 11.7 5.72 0.151 355
3 3.3 4.21 12.8 5.7 1.75 1.16 5.13 3.8 6.57 4.58 13.5 6.49 0.15 303
4 4.2 5.35 15.3 6.69 1.69 1.12 6.1 4.46 8.05 5.58 16.5 7.71 0.146 238
60 x 30 3 3.77 4.81 20.5 6.8 2.06 1.19 6.83 4.53 8.82 5.39 17.5 7.95 0.17 265
4 4.83 6.15 24.7 8.06 2 1.14 8.23 5.37 10.92 6.62 21.5 9.52 0.166 207
60 x 40 2.5 3.6 4.59 22.1 11.7 2.19 1.6 7.36 5.87 9.06 6.84 25.1 9.72 0.191 278
3 4.25 5.41 25.4 13.4 2.17 1.58 8.46 6.72 10.5 7.94 29.3 11.2 0.19 236
4 5.45 6.95 31 16.3 2.11 1.53 10.3 8.14 13.2 9.89 36.7 13.7 0.186 183
5 6.56 8.36 35.3 18.4 2.06 1.48 11.8 9.21 15.4 11.5 42.8 15.6 0.183 152
70 x 40 3 4.72 6.01 37.3 15.5 2.49 1.61 10.7 7.75 13.4 9.05 36.5 13.2 0.21 212
4 6.08 7.75 46 18.9 2.44 1.56 13.1 9.44 16.8 11.3 45.8 16.2 0.206 164
70 x 50 3 5.19 6.61 44.1 26.1 2.58 1.99 12.6 10.4 15.4 12.2 53.6 17.1 0.23 193
4 6.71 8.55 54.7 32.2 2.53 1.94 15.6 12.9 19.5 15.4 68.1 21.2 0.226 149
80 x 40 3 5.19 6.61 52.3 17.6 2.81 1.63 13.1 8.78 16.5 10.2 43.9 15.3 0.23 193
4 6.71 8.55 64.8 21.5 2.75 1.59 16.2 10.7 20.9 12.8 55.2 18.8 0.226 149
5 8.13 10.4 75.1 24.6 2.69 1.54 18.8 12.3 24.7 15 65 21.7 0.223 123
80 x 50 3 5.66 7.21 61.1 29.4 2.91 2.02 15.3 11.8 18.8 13.6 65 19.7 0.25 177
4 7.34 9.35 76.4 36.5 2.86 1.98 19.1 14.6 24 17.2 82.7 24.6 0.246 136
5 8.91 11.4 89.2 42.3 2.8 1.93 22.3 16.9 28.5 20.5 98.4 28.7 0.243 112
80 x 60 3 6.13 7.81 70 44.9 3 2.4 17.5 15 21.2 17.4 88.3 24.1 0.27 163
4 7.97 10.1 87.9 56.1 2.94 2.35 22 18.7 27 22.1 113 30.3 0.266 126
5 9.7 12.4 103 65.7 2.89 2.31 25.8 21.9 32.2 26.4 136 35.7 0.263 103
90 x 50 3 6.13 7.81 81.9 32.7 3.24 2.05 18.2 13.1 22.6 15 76.7 22.4 0.27 163
3.5 7.06 8.99 92.7 36.9 3.21 2.03 20.6 14.8 25.8 17.1 87.5 25.3 0.268 142
4 7.97 10.1 103 40.7 3.18 2 22.8 16.3 28.8 19.1 97.7 28 0.266 126
5 9.7 12.4 121 47.4 3.12 1.96 26.8 18.9 34.4 22.7 116 32.7 0.263 103
100 x 40 3 6.13 7.81 92.3 21.7 3.44 1.67 18.5 10.8 23.7 12.4 59 19.4 0.27 163
4 7.97 10.1 116 26.7 3.38 1.62 23.1 13.3 30.3 15.7 74.5 24 0.266 126
5 9.7 12.4 136 30.8 3.31 1.58 27.1 15.4 36.1 18.5 87.9 27.9 0.263 103
100 x 50 3 6.6 8.41 106 36.1 3.56 2.07 21.3 14.4 26.7 16.4 88.6 25 0.29 152
4 8.59 10.9 134 44.9 3.5 2.03 26.8 18 34.1 20.9 113 31.3 0.286 116
5 10.5 13.4 158 52.5 3.44 1.98 31.6 21 40.8 25 135 36.8 0.283 95.4
6 12.3 15.6 179 58.7 3.38 1.94 35.8 23.5 46.9 28.5 154 41.4 0.279 81.5
100 x 60 3 7.07 9.01 121 54.6 3.66 2.46 24.1 18.2 29.6 20.8 122 30.6 0.31 141
3.5 8.16 10.4 137 61.9 3.63 2.44 27.4 20.6 33.8 23.8 139 34.8 0.306 123
4 9.22 11.7 153 68.7 3.6 2.42 30.5 22.9 37.9 26.6 156 38.7 0.306 108
5 11.3 14.4 181 80.8 3.55 2.37 36.2 26.9 45.6 31.9 188 45.8 0.303 88.7
6 13.2 16.8 205 91.2 3.49 2.33 41.1 30.4 52.5 36.6 216 51.9 0.299 75.7
100 x 80 3 8.01 10.2 149 106 3.82 3.22 29.8 26.4 35.4 30.4 196 41.9 0.35 125
4 10.5 13.3 189 134 3.77 3.17 37.9 33.5 45.6 39.2 254 53.4 0.346 95.4
5 12.8 16.4 226 160 3.72 3.12 45.2 39.9 55.1 47.2 308 63.7 0.343 77.9
120 x 40 3 7.07 9.01 148 25.8 4.05 1.69 24.7 12.9 32.2 14.6 74.6 23.5 0.31 141
4 9.22 11.7 187 31.9 3.99 1.65 31.1 15.9 41.2 18.5 94.2 29.2 0.306 108
5 11.3 14.4 221 36.9 3.92 1.6 36.8 18.5 49.4 22 111 34.1 0.303 88.7
120 x 60 3 8.01 10.2 189 64.4 4.3 2.51 31.5 21.5 39.2 24.2 156 37.1 0.35 125
3.5 9.26 11.8 216 73.1 4.28 2.49 35.9 24.4 44.9 27.7 179 42.2 0.348 1080
4 10.5 13.3 241 81.2 4.25 2.47 40.1 27.1 50.5 31.1 201 47 0.346 95.4
5 12.8 16.4 287 96 4.19 2.42 47.8 32 60.9 37.4 242 55.8 0.343 77.9
6 15.1 19.2 328 109 4.13 2.38 54.7 36.3 70.6 43.1 280 63.6 0.339 66.2
120 x 80 3 8.96 11.4 230 123 4.49 3.29 38.4 30.9 46.2 35 255 50.8 0.39 112
4 11.7 14.9 295 157 4.44 3.24 49.1 39.3 59.8 45.2 331 64.9 0.386 85.2
5 14.4 18.4 353 188 4.39 3.2 58.9 46.9 72.4 54.7 402 77.8 0.383 69.4
6 17 21.6 406 215 4.33 3.15 67.7 53.8 84.3 63.5 469 89.4 0.379 58.9
8 21.4 27.2 476 252 4.18 3.04 79.3 62.9 102 76.9 584 108 0.366 46.8
140 x 80 3 9.9 12.6 334 141 5.15 3.35 47.8 35.3 58.2 39.6 317 59.7 0.43 101
4 13 16.5 430 180 5.1 3.3 61.4 45.1 75.5 51.3 412 76.5 0.426 77
5 16 20.4 517 216 5.04 3.26 73.9 54 91.8 62.2 501 91.8 0.423 62.6
6 18.9 24 597 248 4.98 3.21 85.3 62 107 72.4 584 106 0.419 53
8 23.9 30.4 708 293 4.82 3.1 101 73.3 131 88.4 731 129 0.406 41.8
10 28.7 36.6 804 330 4.69 3.01 115 82.6 152 103 851 147 0.397 34.8
150 x 100 4 14.9 18.9 595 319 5.6 4.1 79.3 63.7 95.7 72.5 662 105 0.486 67.2
5 18.3 23.4 719 384 5.55 4.05 95.9 76.8 117 88.3 809 127 0.483 54.5
6 21.7 27.6 835 444 5.5 4.01 111 88.8 137 103 948 147 0.479 46.1
8 27.7 35.2 1008 536 5.35 3.9 134 107 169 128 1206 182 0.466 36
10 33.4 42.6 1162 614 5.22 3.8 155 123 199 150 1426 211 0.457 29.9
160 x 80 5 17.5 22.4 722 244 5.68 3.3 90.2 61 113 69.7 601 106 0.463 57
6 20.7 26.4 836 281 5.62 3.26 105 70.2 132 81.3 702 122 0.459 48.2
8 26.4 33.6 1001 335 5.46 3.16 125 83.7 163 100 882 150 0.446 37.9
180 x 80 4 15.5 19.7 802 227 6.37 3.39 89.1 56.7 112 63.5 578 100 0.506 64.5
5 19.1 24.4 971 272 6.31 3.34 108 68.1 137 77.2 704 120 0.503 52.3
6 22.6 28.8 1128 314 6.25 3.3 125 78.5 160 90.2 823 139 0.499 44.2
8 28.9 36.8 1362 377 6.08 3.2 151 94.1 198 111 1036 170 0.486 34.6
10 35 44.6 1570 429 5.94 3.1 174 107 234 131 1214 196 0.477 28.6
                Torsjonskonstanter    
Dimensjon Tykk- else Masse (7,85kg/ dm3) Tver- snitts- areal Annet arealmoment Treghetsradius Elastisk tversnitts- modul Plastisk tverrsnitts- modul utvendig overflate Nominell lengde pr. tonn
                Annet areal- moment for torsjon Elastisk tverrsnitts- areal pr. m.lengde  
                for torsjon    
HxB mm T M A Ixx cm4 Ixy cm4 ixx cm iyy cm Welxx cm3 Welyy cm3 Wplxx cm3 Wplyy cm3 It cm4 Ct cm3 As m2/m m
mm kg/m cm2
180 x 100 4 16.8 21.3 926 374 6.59 4.18 103 74.8 126 84 845 127 0.546 59.7
5 20.7 26.4 1124 452 6.53 4.14 125 90.4 154 103 1045 154 0.543 48.3
6 24.5 31.2 1310 524 6.48 4.1 146 105 181 120 1227 179 0.539 40.8
8 31.4 40 1598 637 6.32 3.99 178 127 226 150 1565 222 0.526 31.8
10 38.1 48.6 1859 736 6.19 3.89 207 147 268 177 1859 260 0.517 26.2
200 x 100 4 18 22.9 1200 411 7.23 4.23 120 82.2 148 91.7 985 142 0.586 55.5
5 22.3 28.4 1459 497 7.17 4.19 146 99.4 181 112 1206 172 0.583 44.9
6 26.4 33.6 1703 577 7.12 4.14 170 115 213 132 1417 200 0.579 37.9
8 33.9 43.2 2091 705 6.95 4.04 209 141 267 165 1811 250 0.566 29.5
10 41.3 52.6 2444 818 6.82 3.94 244 164 318 195 2154 292 0.557 24.2
200 x 120 4 19.3 24.5 1353 618 7.43 5.02 135 103 164 115 1345 172 0.626 51.9
5 23.8 30.4 1649 750 7.37 4.97 165 125 201 141 1652 210 0.623 42
6 28.3 36 1929 874 7.32 4.93 193 146 237 166 1947 245 0.619 35.4
8 36.5 46.4 2386 1079 7.17 4.82 239 180 298 209 2507 308 0.606 27.4
10 44.4 56.6 2806 1262 7.04 4.72 281 210 356 250 3007 364 0.597 22.5
200 x 150 4 21.2 26.9 1584 1021 7.67 6.16 158 136 187 154 1942 219 0.686 47.3
5 26.2 33.4 1935 1245 7.62 6.11 193 166 230 189 2391 267 0.683 38.2
6 31.1 39.6 2268 1457 7.56 6.06 227 194 271 223 2826 313 0.679 32.1
8 40.2 51.2 2829 1816 7.43 5.95 283 242 344 283 3665 396 0.666 24.9
10 49.1 62.6 3348 2143 7.31 5.85 335 286 413 339 4428 471 0.657 20.4
250 x 150 5 30.1 38.4 3304 1508 9.28 6.27 264 201 320 225 3285 337 0.783 33.2
6 35.8 45.6 3886 1768 9.23 6.23 311 236 378 266 3886 396 0.779 27.9
8 46.5 59.2 4886 2219 9.08 6.12 391 296 482 340 5050 504 0.766 21.5
10 57 72.6 5825 2634 8.96 6.02 466 351 582 409 6121 602 0.757 17.6
12 66 84.1 6458 2925 8.77 5.9 517 390 658 463 7088 684 0.738 15.2
12.5 68.3 87 6633 3002 8.73 5.87 531 400 678 477 7315 704 0.736 14.6
300 x 100 6 35.8 45.6 4777 842 10.2 4.3 318 168 411 188 2403 306 0.779 27.9
8 46.5 59.2 5978 1045 10 4.2 399 209 523 238 3080 385 0.766 21.5
10 57 72.6 7106 1224 9.9 4.11 474 245 631 285 3681 455 0.757 17.6
12.5 68.3 87 8010 1374 9.59 3.97 534 275 732 330 4292 521 0.736 14.6
300 x 200 6 45.2 57.6 7370 3962 11.3 8.29 491 396 588 446 8115 651 0.979 22.1
8 59.1 75.2 9389 5042 11.2 8.19 626 504 757 574 10627 838 0.966 16.9
10 72.7 92.6 11313 6058 11.1 8.09 754 606 921 698 12987 1012 0.957 13.8
12 84.8 108 12788 6854 10.9 7.96 853 685 1056 801 15236 1167 0.938 11.8
12.5 88 112 13179 7060 10.8 7.94 879 706 1091 828 15768 1204 0.936 11.4
400 x 200 8 71.6 91.2 18974 6517 14.4 8.45 949 652 1173 728 15820 1133 1.17 14
10 88.4 113 23003 7864 14.3 8.36 1150 786 1434 888 19368 1373 1.16 11.3
12 104 132 26248 8977 14.1 8.24 1312 898 1656 1027 22782 1591 1.14 9.6
12.5 108 137 27100 9260 14.1 8.22 1355 926 1714 1062 23594 1644 1.14 9.3

 

    Mål i mm
 
  Masse            
             
Beteg- nelse kg/m1)           h1 2)
    H B s t r  
UNP 30 4,27 30 33 5 7 3,5 1
UNP 40 4,87 40 35 5 7 3,5 11
UNP 50 5,59 50 38 5 7 3,5 20
UNP 60 5,07 60 30 6 6 3 29
UNP 65 7,09 65 42 5,5 7,5 4 33
UNP 80 8,64 80 45 6 8 4 46
UNP 100 10,6 100 50 6 8,5 4,5 64
UNP 120 13,4 120 55 7 9 4,5 82
UNP 140 16,0 140 60 7 10 5 98
UNP 160 18,8 160 65 7,5 10,5 5,5 115
UNP 180 22,0 180 70 8 11 5,5 133
UNP 200 25,3 200 75 8,5 11,5 6 151
UNP 220 29,4 220 80 9 12,5 6,5 167
UNP 240 33,2 240 85 9,5 13 6,5 184
UNP 260 37,9 260 90 10 14 7 200
UNP 280 41,8 280 95 10 15 7,5 216
UNP 300 46,2 300 100 10 16 8 232
UNP 320 59,5 320 100 14 17,5 8,75 246
UNP 350 60,6 350 100 14 16 8 282
UNP 380 63,1 380 102 13,5 16 8 312
UNP 400 71,8 400 110 14 18 9 324
  Overflate    
 
Tverr- snitt mm2 x103     It Iw
     
  m2/m m2/t mm4 mm6
      x103 x106
0,544 0,174 40,7 9,12 4,36
0,621 0,199 40,9 10,0 11,9
0,712 0,232 41,5 11,2 27,8
0,646 0,215 42,4 9,39 21,9
0,903 0,273 38,5 16,1 77,3
1,10 0,312 36,1 21,6 168
1,35 0,372 35,1 28,1 414
1,70 0,434 32,4 41,5 900
2,04 0,489 30,6 56,8 1800
2,40 0,546 29,0 73,9 3260
2,80 0,611 27,8 95,5 5570
3,22 0,661 26,1 119 9070
3,74 0,718 24,4 160 14600
4,23 0,775 23,3 197 22100
4,83 0,834 22,0 255 33300
5,33 0,890 21,3 310 48500
5,88 0,950 20,6 374 69100
7,58 0,982 16,5 667 96100
7,73 1,05 17,3 612 114000
8,04 1,11 17,7 591 146000
9,15 1,18 16,5 816 221000
   
   
  For bøyningsakse
   
     
     
  y - y z - z
  Iy Wel.y iy Wpl.y Iz Wel.z iz Wpl.z
Beteg- nelse mm4 mm3 mm mm3 mm4 mm3 mm mm3
  x106 x103   x103 x106 x103   x103
UNP 30 0,064 4,26 10,8 5,06 0,0533 2,68 9,9 4,57
UNP 40 0,141 7,05 15,0 8,40 0,0668 3,08 10,4 4,55
UNP 50 0,264 10,6 19,2 12,6 0,0912 3,75 11,3 6,96
UNP 60 0,316 10,5 22,1 12,5 0,0451 2,16 8,4 4,27
UNP 65 0,575 17,7 25,2 21,0 0,141 5,07 12,5 9,63
UNP 80 1,060 26,5 31,0 31,8 0,194 6,36 13,3 12,2
UNP 100 2,060 41,2 39,1 49,0 0,293 8,49 14,7 16,5
UNP 120 3,640 60,7 46,2 72,6 0,432 11,1 15,9 21,5
UNP 140 6,050 86,4 54,5 103 0,627 14,8 17,5 28,8
UNP 160 9,250 116 62,1 138 0,853 18,3 18,9 35,8
UNP 180 13,50 150 69,5 179 1,14 22,4 20,2 43,7
UNP 200 19,10 191 77,0 228 1,48 27,0 21,4 52,7
UNP 220 26,90 245 84,8 292 1,97 33,6 23,0 65,4
UNP 240 36,00 300 92,2 358 2,48 39,6 24,2 76,8
UNP 260 48,20 371 99,9 442 3,17 47,7 25,6 92,9
UNP 280 62,80 448 109 532 3,99 57,2 27,4 111
UNP 300 80,30 535 117 632 4,95 67,8 29,0 131
UNP 320 108,7 679 121 826 5,97 80,6 28,1 153
UNP 350 128,4 734 129 918 5,70 75,0 27,2 143
UNP 380 157,6 829 140 1014 6,15 78,7 27,7 150
UNP 400 203,5 1020 149 1236 8,46 102 30,4 194
      Klasser i.h.h.t
 
Flenshull
      NS-EN 1993-1-1
        Bare Bare trykk
   
    Avst. Diam. bøyning
cz cs w d y-y akse
mm mm mm mm    
        S355 S355
13,1 12,6 20 - - -
13,3 13,4 20 - - -
13,7 14,5 20 - - -
9,1 8,9 18 - - -
14,2 15,6 25 - - -
14,5 16,2 25 13 1 1
15,5 18,1 30 13 1 1
16,0 18,8 30 17/13 1 1
17,5 21,2 35 17 1 1
18,4 22,5 35 21/17 1 1
19,2 23,8 40 21 1 1
20,1 25,1 40 23/21 1 1
21,4 26,9 45 23 1 1
22,3 28,1 45 25/23 1 1
23,6 30,0 50 25 1 1
25,3 32,4 50 25 1 1
27,0 35,1 55 28 1 1
26,0 31,0 57 28 1 1
24,0 28,5 57 28 1 1
23,8 30,0 60 28 1 1
26,5 33,6 60 28 1 1
    Mål i mm
  Masse          
           
Beteg- nelse kg/m1)          
  H B s t r1
             
UPE 80 7,9 80 50 4 7 10
UPE 100 9,82 100 55 4,5 7,5 10
UPE 120 12,1 120 60 5 8 12
UPE 140 14,5 140 65 5 9 12
UPE 160 17 160 70 5,5 9,5 12
UPE 180 19,7 180 75 5,5 10,5 12
UPE 200 22,8 200 80 6 11 13
UPE 220 26,6 220 85 6,5 12 13
UPE 240 30,2 240 90 7 12,5 15
UPE 270 35,2 270 95 7,5 13,5 15
UPE 300 44,4 300 100 9,5 15 15
UPE 330 53,2 330 105 11 16 18
UPE 360 61,2 360 110 12 17 18
UPE 400 72,2 400 115 13,5 18 18
       
    It Iw
   
Tverr-snitt mm2 Overflate m2/m mm4 mm6
   
    x103 x106
1010 0,343 14,7 238
1250 0,402 20,1 569
1540 0,46 29 1199
1840 0,52 40,5 2340
2170 0,579 52 4184
2510 0,639 69,9 7165
2900 0,697 88,9 11570
3390 0,756 121 18460
3850 0,813 151 27780
4480 0,892 199 45570
5660 0,968 315 75510
6780 1,043 452 116400
7790 1,121 585 172400
9190 1,218 791 266400
       
   
  For bøyningsakse
   
   
       
         
     
  y - y z - z
Beteg-nelse Iy Wel.y iy Wpl.y Iz Wel.z iz Wpl.z cz ym
  mm4 mm3 mm mm3 mm4 mm3 mm mm3 mm mm
  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
UPE 100 2070 41,4 40,7 48 382 10,6 17,5 18,9 19,06 39,3
UPE 120 3640 60,6 48,6 70,3 554 13,8 19 24,8 19,83 41,2
UPE 140 5990 85,6 57,1 98,8 787 18,2 20,7 32,6 21,73 45,4
UPE 160 9110 114 64,8 132 1070 22,6 22,2 40,7 22,7 47,6
UPE 180 13530 150 73,4 173 1440 28,6 23,9 51,3 24,68 51,9
UPE 200 19090 191 81,1 220 1870 34,4 25,4 62,2 25,6 54,1
UPE 220 26820 244 89 281 2460 42,5 27 76,9 27,03 57
UPE 240 35990 300 96,7 347 3110 50,1 28,4 90,8 27,92 59,1
UPE 270 52550 389 108 451 4010 60,7 29,9 110 28,93 61,4
UPE 300 78230 522 118 613 5380 75,6 30,8 137 28,87 60,3
UPE 330 110080 667 127 792 6810 89,7 31,7 162 29 60
UPE 360 148250 824 138 982 8440 105 32,9 189 29,7 61,2
UPE 400 209810 1049 151 1263 10450 123 33,7 221 29,77 60,6
    Klasser i.h.h.t  
 
Flenshull
 
 
  NS-EN 1993-1-1
       
    Bare bøyning y- y akse  
Avst. Diam.    
w d   Bare trykk
mm mm S355 S460 S355 S460
   
30 13 1 1 1 1
35 13 1 2 1 2
35 17/13 1 2 1 2
40 17 1 2 1 2
40 21/17 1 2 1 2
45 21 1 1 1 2
45 23/21 1 2 1 2
50 23 1 1 1 2
50 25/23 1 2 1 2
55 25 1 1 2 3
60 28 1 1 1 2
65 28 1 1 1 2
70 28 1 1 1 2
75 28 1 1 1 2
     
    Mål i mm
  Masse kg/m1)            
Beteg- nelse   H B s t r h1 2)
IPE   80 6 80 46 3,8 5,2 5 59
IPE 100 8,1 100 55 4,1 5,7 7 74
IPE 120 10,4 120 64 4,4 6,3 7 93
IPE 140 12,9 140 73 4,7 6,9 7 112
IPE 160 15,8 160 82 5,0 7,4 9 127
IPE 180 18,8 180 91 5,3 8,0 9 146
IPE 200 22,4 200 100 5,6 8,5 12 159
IPE 220 26,2 220 110 5,9 9,2 12 177
IPE 240 30,7 240 120 6,2 9,8 15 190
IPE 270 36,1 270 135 6,6 10,2 15 219
IPE 300 42,2 300 150 7,1 10,7 15 248
IPE 330 49,1 330 160 7,5 11,5 18 271
IPE 360 57,1 360 170 8,0 12,7 18 298
IPE 400 66,3 400 180 8,6 13,5 21 331
IPE 450 77,6 450 190 9,4 14,6 21 378
IPE 500 90,7 500 200 10,2 16,0 21 426
IPE 550 106 550 210 11,1 17,2 24 467
IPE 600 122 600 220 12,0 19,0 24 514
Tverr-  
snitt Overflate
mm2    
x103 m2/m m2/t
0,764 0,328 54,8
1,03 0,400 49,5
1,32 0,475 45,6
1,64 0,551 42,6
2,01 0,623 39,4
2,39 0,698 37,1
2,85 0,768 34,3
3,34 0,848 32,4
3,91 0,922 30,0
4,59 1,04 28,8
5,38 1,16 27,5
6,26 1,25 25,5
7,27 1,35 23,6
8,45 1,47 22,2
9,88 1,61 20,7
11,6 1,74 19,2
13,4 1,88 17,7
15,6 2,01 16,6
       
  For bøyningsakse
   
   
   
       
         
  y - y z - z
     
Beteg-nelse Iy Wel.y iy Wpl.y Iz Wel.z iz Wpl.z It Iw
  mm4 mm3 mm mm3 mm4 mm3 mm mm3 mm4 mm6
  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
IPE 100 1,71 34,2 40,7 39,4 0,159 5,79 12,4 8,62 12,1 0,351
IPE 120 3,18 53,0 49,0 60,8 0,277 8,65 14,5 12,9 17,4 0,890
IPE 140 5,41 77,3 57,4 88,4 0,449 12,3 16,5 18,4 24,5 1,981
IPE 160 8,69 109 65,8 124 0,683 16,7 18,4 24,9 36,2 3,959
IPE 180 13,2 146 74,2 166 1,01 22,2 20,5 33,1 48,0 7,431
IPE 200 19,4 194 82,1 220 1,42 28,5 22,4 42,5 70,2 12,99
IPE 220 27,7 252 91,1 286 2,05 37,3 24,8 55,7 91,0 22,67
IPE 240 38,9 324 99,7 366 2,84 47,3 26,9 70,6 129 37,39
IPE 270 57,9 429 112 484 4,20 62,2 30,2 93,0 160 70,58
IPE 300 83,6 557 125 628 6,04 80,5 33,5 120 202 125,9
IPE 330 117,7 713 137 804 7,88 98,5 35,5 147 283 199,1
IPE 360 162,7 904 150 1020 10,4 123 37,9 184 375 313,6
IPE 400 231,3 1160 165 1308 13,2 146 39,5 219 514 490
IPE 450 337,4 1500 185 1702 16,8 176 41,2 264 671 791
IPE 500 482,0 1930 204 2200 21,4 214 43,1 320 897 1249
IPE 550 671,2 2440 223 2780 26,7 254 44,5 379 1240 1884
IPE 600 920,8 3070 243 3520 33,9 308 46,6 460 1660 2846
    Klasser i.h.h.t  
Flenshull
 
 
 
  NS-EN 1993-1-1
       
Avst. Diam. Bare bøyning y- y akse  
       
w d   Bare trykk
mm mm S355 S460 S355 S460
   
26 - 1 - 1 -
30 - 1 - 1 -
36 - 1 1 1 1
40 - 1 1 1 2
44 13 1 1 1 2
50 13 1 1 2 3
56 13 1 1 2 3
60 17 1 1 2 4
68 17 1 1 2 4
72 21/17 1 1 3 4
80 23 1 1 4 4
86 25/23 1 1 4 4
90 25 1 1 4 4
96 28/25 1 1 4 4
106 28 1 1 4 4
110 28 1 1 4 4
116 28 1 1 4 4
120 28 1 1 4 4
     
  Masse kg/m1)  
    Mål i mm
Betegnelse   H B s t r h  2)
    1
HE 100 A 16,7 96 100 5 8 12 56
HE 120 A 19,9 114 120 5 8 12 74
HE 140 A 24,7 133 140 5,5 8,5 12 92
HE 160 A 30,4 152 160 6 9 15 104
HE 180 A 35,5 171 180 6 9,5 15 122
HE 200 A 42,3 190 200 6,5 10 18 134
HE 220 A 50,5 210 220 7 11 18 152
HE 240 A 60,3 230 240 7,5 12 21 164
HE 260 A 68,2 250 260 7,5 12,5 24 177
HE 280 A 76,4 270 280 8 13 24 196
HE 300 A 88,3 290 300 8,5 14 27 208
HE 320 A 97,6 310 300 9 15,5 27 225
HE 340 A 105 330 300 9,5 16,5 27 243
HE 360 A 112 350 300 10 17,5 27 261
HE 400 A 125 390 300 11 19 27 298
HE 450 A 140 440 300 11,5 21 27 344
HE 500 A 155 490 300 12 23 27 390
HE 550 A 166 540 300 12,5 24 27 438
HE 600 A 178 590 300 13 25 27 486
HE 650 A 190 640 300 13,5 26 27 534
HE 700 A 204 690 300 14,5 27 27 582
HE 800 A 224 790 300 15 28 30 674
HE 900 A 252 890 300 16 30 30 770
HE 1000 A 272 990 300 16,5 31 30 868
   
Tverr-snitt mm2 x103  
  Overflate
  m2/m m2/t
 
2,12 0,561 33,6
2,53 0,677 34,1
3,14 0,794 32,2
3,88 0,906 29,8
4,53 1,02 28,9
5,38 1,14 26,8
6,43 1,26 24,9
7,68 1,37 22,7
8,68 1,48 21,8
9,73 1,60 21,0
11,2 1,72 19,4
12,4 1,76 18,0
13,3 1,79 17,1
14,3 1,83 16,4
15,9 1,91 15,3
17,8 2,01 14,4
19,8 2,11 13,6
21,2 2,21 13,3
22,6 2,31 13,0
24,2 2,41 12,7
26,0 2,50 12,3
28,6 2,70 12,0
32,0 2,90 11,5
34,7 3,10 11,4
       
   
  For bøyningsakse
   
   
   
         
     
  y - y z - z
Betegnelse Iy Wel.y iy Wpl.y Iz Wel.z iz Wpl.z It Iw
  mm4 mm3 mm mm3 mm4 mm3 mm mm3 mm4 mm6
  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
HE 120 A 6,06 106 48,9 119 2,31 38,5 30,2 57,6 60,2 6,472
HE 140 A 10,3 155 57,3 173 3,89 55,6 35,2 83,3 81,6 15,06
HE 160 A 16,7 220 65,7 246 6,16 76,9 39,8 115 123 31,41
HE 180 A 25,1 294 74,5 324 9,25 103 45,2 154 149 60,21
HE 200 A 36,9 389 82,8 430 13,4 134 49,8 200 211 108,0
HE 220 A 54,1 515 91,7 568 19,5 178 55,1 266 286 193,3
HE 240 A 77,6 675 101 744 27,7 231 60,0 346 417 328,5
HE 260 A 104,5 836 110 920 36,7 282 65,0 423 526 516,4
HE 280 A 136,7 1010 119 1112 47,6 340 70,0 510 624 785,4
HE 300 A 182,6 1260 127 1384 63,1 421 74,9 630 856 1200
HE 320 A 229,3 1480 136 1628 69,9 466 74,9 698 1080 1512
HE 340 A 276,9 1680 144 1850 74,4 496 74,6 743 1280 1824
HE 360 A 330,9 1890 152 2080 78,9 526 74,3 788 1490 2177
HE 400 A 450,7 2310 168 2560 85,6 571 73,4 855 1900 2942
HE 450 A 637,2 2900 189 3220 94,7 631 72,9 945 2450 4148
HE 500 A 869,7 3550 210 3940 103,7 691 72,4 1035 3100 5643
HE 550 A 1119 4150 230 4620 108,2 721 71,5 1080 3530 7189
HE 600 A 1412 4790 250 5360 112,7 751 70,5 1125 3990 8978
HE 650 A 1752 5470 269 6140 117,2 782 69,7 1170 4500 11027
HE 700 A 2153 6240 288 7040 121,8 812 68,4 1215 5150 13352
HE 800 A 3034 7680 326 8700 126,4 843 66,5 1260 5990 18290
HE 900 A 4221 9480 363 10820 135,5 903 65,0 1350 7390 24962
HE 1000 A 5538 11190 400 12820 140,0 934 63,5 1395 8250 32074
   
  Klasser i.h.h.t NS- EN 1993-1-1
Flenshull  
   
   
   
       
    Bare bøyning y-y akse  
Avstand Diam.    
w1 w2 d   Bare trykk
mm mm mm S355 S460 S355 S460
     
56 - 13 1 1 1 1
66 - 17 1 2 1 2
76 - 21 2 3 2 3
86 - 23 2 3 2 3
100 - 25 3 3 3 3
110 - 25 3 3 3 3
120 - 25 3 3 3 3
94 35 25 3 3 3 3
100 40 25 3 3 3 3
110 45 25 3 4 3 4
120 45 28 3 3 3 3
120 45 28 3 3 3 3
120 45 28 3 3 3 3
120 45 28 2 3 2 3
120 45 28 1 3 2 3
120 45 28 1 1 2 3
120 45 28 1 1 3 4
120 45 28 1 1 4 4
120 45 28 1 1 4 4
120 45 28 1 1 4 4
120 45 28 1 1 4 4
130 40 28 1 1 4 4
130 40 28 1 1 4 4
130 40 28 1 2 4 4
     
     
  Masse kg/m1) Mål i mm
     
Betegnelse   H B s t r h 2)
    1
HE 100 B 20,4 100 100 6 10 12 56
HE 120 B 26,7 120 120 6,5 11 12 74
HE 140 B 33,7 140 140 7 12 12 92
HE 160 B 42,6 160 160 8 13 15 104
HE 180 B 51,2 180 180 8,5 14 15 122
HE 200 B 61,3 200 200 9 15 18 134
HE 220 B 71,5 220 220 9,5 16 18 152
HE 240 B 83,2 240 240 10 17 21 164
HE 260 B 93 260 260 10 17,5 24 177
HE 280 B 103 280 280 10,5 18 24 196
HE 300 B 117 300 300 11 19 27 208
HE 320 B 127 320 300 11,5 20,5 27 225
HE 340 B 134 340 300 12 21,5 27 243
HE 360 B 142 360 300 12,5 22,5 27 261
HE 400 B 155 400 300 13,5 24 27 298
HE 450 B 171 450 300 14 26 27 344
HE 500 B 187 500 300 14,5 28 27 390
HE 550 B 199 550 300 15 29 27 438
HE 600 B 212 600 300 15,5 30 27 486
HE 650 B 225 650 300 16 31 27 534
HE 700 B 241 700 300 17 32 27 582
HE 800 B 262 800 300 17,5 33 30 674
HE 900 B 291 900 300 18,5 35 30 770
HE 1000 B 314 1000 300 19 36 30 868
     
     
  Masse kg/m1) Mål i mm
     
Betegnelse   H B s t r h 2)
    1
HE 100 B 20,4 100 100 6 10 12 56
HE 120 B 26,7 120 120 6,5 11 12 74
HE 140 B 33,7 140 140 7 12 12 92
HE 160 B 42,6 160 160 8 13 15 104
HE 180 B 51,2 180 180 8,5 14 15 122
HE 200 B 61,3 200 200 9 15 18 134
HE 220 B 71,5 220 220 9,5 16 18 152
HE 240 B 83,2 240 240 10 17 21 164
HE 260 B 93 260 260 10 17,5 24 177
HE 280 B 103 280 280 10,5 18 24 196
HE 300 B 117 300 300 11 19 27 208
HE 320 B 127 320 300 11,5 20,5 27 225
HE 340 B 134 340 300 12 21,5 27 243
HE 360 B 142 360 300 12,5 22,5 27 261
HE 400 B 155 400 300 13,5 24 27 298
HE 450 B 171 450 300 14 26 27 344
HE 500 B 187 500 300 14,5 28 27 390
HE 550 B 199 550 300 15 29 27 438
HE 600 B 212 600 300 15,5 30 27 486
HE 650 B 225 650 300 16 31 27 534
HE 700 B 241 700 300 17 32 27 582
HE 800 B 262 800 300 17,5 33 30 674
HE 900 B 291 900 300 18,5 35 30 770
HE 1000 B 314 1000 300 19 36 30 868
     
Tverr- snitt mm2 x103    
  Overflate  
     
  m2/m m2/t
     
2,6 0,567 27,8
3,4 0,686 25,7
4,3 0,805 23,9
5,43 0,918 21,5
6,53 1,04 20,3
7,81 1,15 18,8
9,1 1,27 17,8
10,6 1,38 16,6
11,8 1,5 16,1
13,1 1,62 15,7
14,9 1,73 14,8
16,1 1,77 13,9
17,1 1,81 13,4
18,1 1,85 13
19,8 1,93 12,4
21,8 2,03 11,8
23,9 2,12 11,4
25,4 2,22 11,2
27 2,32 11
28,6 2,42 10,8
30,6 2,52 10,5
33,4 2,71 10,3
37,1 2,91 10
40 3,11 9,9

 

       
   
  For bøyningsakse
   
   
   
       
         
      It Iw
  y - y z - z    
Beteg-nelse Iy Wel.y iy Wpl.y Iz Wel.z iz Wpl.z mm4 mm6
  mm4 mm3 mm mm3 mm4 mm3 mm mm3 x103 x109
  x106 x103   x103 x106 x103   x103    
HE 100 B 4,5 88,9 41,6 104 1,67 33,5 25,3 50 92,9 3,375
HE 120 B 8,64 144 50,4 165 3,18 52,9 30,6 79,2 139 9,41
HE 140 B 15,1 216 59,3 246 5,5 78,5 35,8 118 201 22,48
HE 160 B 24,9 311 67,8 354 8,89 111 40,5 166 314 47,94
HE 180 B 38,3 426 76,6 482 13,6 151 45,7 227 423 93,75
HE 200 B 57 570 85,4 642 20 200 50,7 300 595 171,1
HE 220 B 80,9 736 94,3 828 28,4 258 55,9 387 768 295,4
HE 240 B 112,6 938 103 1054 39,2 327 60,8 490 1030 486,9
HE 260 B 149,2 1150 112 1282 51,3 395 65,8 592 1240 753,7
HE 280 B 192,7 1380 121 1534 65,9 471 70,9 706 1440 1130
HE 300 B 251,7 1680 130 1868 85,6 571 75,8 855 1860 1688
HE 320 B 308,2 1930 138 2140 92,4 616 75,7 923 2260 2069
HE 340 B 366,6 2160 146 2400 96,9 646 75,3 968 2580 2454
HE 360 B 431,9 2400 155 2680 101,4 676 74,9 1013 2930 2883
HE 400 B 576,8 2880 171 3240 108,2 721 74 1080 3570 3817
HE 450 B 798,9 3550 191 3980 117,2 781 73,3 1170 4420 5258
HE 500 B 1072 4290 212 4820 126,2 842 72,7 1260 5400 7018
HE 550 B 1367 4970 232 5600 130,8 872 71,7 1305 6020 8856
HE 600 B 1710 5700 252 6420 135,3 902 70,8 1350 6690 10965
HE 650 B 2106 6480 271 7320 139,8 932 69,9 1395 7410 13363
HE 700 B 2569 7340 290 8320 144,4 963 68,7 1440 8330 16064
HE 800 B 3591 8980 328 10220 149 994 66,8 1485 9490 21840
HE 900 B 4941 10980 365 12580 158,2 1050 65,3 1575 11400 29461
HE 1000 B 6447 12890 401 14860 162,8 1090 63,8 1620 12600 37637

 

  Klasser i.h.h.t
 
Flenshull
 
 
 
  NS-EN 1993-1-1
       
    Bare bøyning y-y akse  
Avstand Diam.    
w1 w2 d   Bare trykk
mm mm mm S355 S460 S355 S460
     
56 - 13 1 1 1 1
66 - 17 1 1 1 1
76 - 21 1 1 1 1
86 - 23 1 1 1 1
100 - 25 1 1 1 1
110 - 25 1 1 1 1
120 - 25 1 1 1 1
96 35 25 1 1 1 1
106 40 25 1 2 1 2
110 45 25 1 2 1 2
120 45 28 1 3 1 3
120 45 28 1 2 1 2
120 45 28 1 1 1 1
120 45 28 1 1 1 1
120 45 28 1 1 1 1
120 45 28 1 1 1 2
120 45 28 1 1 2 2
120 45 28 1 1 2 3
120 45 28 1 1 3 4
120 45 28 1 1 3 4
126 45 28 1 1 4 4
130 40 28 1 1 4 4
130 40 28 1 1 4 4
130 40 28 1 1 4 4

 

Strekkmetall - lagerførte typer og artikler

Artikkel Nr. Kantprofil Type Dimensjon Lysåpning Utførelse Stnd. lengde Vekt pr. stk  
      BxT mm     mm    
312896 UF3   12.7x0.9 1,78 Stål, ubh. 2 540 0,46  
312897 UF4   19.0x1.2 1,78 Stål, ubh. 3 810 1,45  
312898 UF7   19.0x1.2 3,3 Stål, ubh. 3 810 1,45  
312899 UF13   25.4x2.95 10,16 Stål, ubh. 3 810 4,57  
312900 UF18   19.05x1.2 6,5 Stål, ubh. 3 810 1,60  
312901 UF19   31.75x1.2 6,5 Stål, ubh. 3 810 2,52  
                 
Artikkel Nr. EMC Nr. Type Format mm Maskeåpning mm Strenger BxT mm Utførelse Vekt pr. stk % Lysåpning
312902 4593 Vanlig TS 2440x2000 114.3x40.64 7.92x4.5 Stål, ubh. 67,16 61
312903 4593 Vanlig TS 1000X2000 114.3x40.64 7.92x4.5 Stål, ubh. 27,53 61
312904 2496 Vanlig TS 1000x2000 60.96x25.40 6.10x4.50 Stål, galv 38,04 52
312905 2496 Vanlig TS 1000x2000 60.96x25.40 6.10x4.50 Stål, ubh. 34,58 52
312906 2496 Vanlig TS 1300x2000 60.96x25.40 6.10x4.50 Stål, ubh. 44,95 52
312907 2496 Vanlig TS 2440x2000 60.96x25.40 6.10x4.50 Stål, ubh. 84,38 52
312908 1595 Vanlig LS 2440x1220 38.10x16.93 3.10x1.60 Stål, ubh. 13,60 63
312909 2491 Vanlig TS 1000x2285 60.96x25.40 6.10x3.00 Stål, ubh. 25,81 52
312910 2491 Vanlig TS 1200x2285 60.96x25.40 6.10x3.00 Stål, ubh. 30,97 52
312911 2491 Vanlig TS 1500x2285 60.96x25.40 6.10x3.00 Stål, ubh. 38,71 52
312912 2491 Vanlig TS 2000x2285 60.96x25.40 6.10x3.00 Stål, ubh. 51,61 52
                 
312913 2074F Flatv 1000X2000 50.80x21.77 4.32x3.00 Stål,galv 16,61 60
312914 2074F Flatv 1200x2000 50.80x21.77 4.32x3.00 Stål, ubh. 18,12 60
312915 2074F Flatv 1200X2000 50.80x21.77 4.32x3.00 Stål,galv 19,93 60
312916 2074F Flatv 1200x2400 50.80x21.77 4.32x3.00 Stål, ubh. 21,74 60
312917 2074F Flatv 1200x2400 50.80x21.77 4.32x3.00 Stål,galv 23,91 60
312918 3394F Flatv 1220x2440 85.73x39.32 4.75X2.50 Stål, ubh. 11,83 76
                 
312919 220 Finmask 1250x1250 5.84x3.50 0.79x0.60 Stål, ubh. 3,30 55
                 
312920 269 Riblath 2500x600 Ribbe. Galv 1.74/2.22
                 
312921 N0647F Flatv 2440x1220 38.10x16.93 2.13x1.20 Stål,galv 7,63 75
312922 N0710F Flatv 1220x2440 85.73x39.32 4.75x3.00 Stål, ubh. 14,70 76
  N1059F Flatv 2400x1200 76.20x33.86 5.99x4.50 Stål,galv 41,34 65
                 
312923 1196 Vanlig LS 2440x1220 28.58x9.52 1.98x1.20 Stål, ubh. 11,67 58
                 
312924 1280F Flatv 2440x1220 30.48x11.72 2.36x1.20 Stål, ubh. 10,84 60
                 
312925 1292 Vanlig TS 1220x1525 30.48x13.85 4.75x2.50 Stål, ubh. 25,00 31
312926 1576 Vanlig TS 900x2000 38.10x16.93 4.75x3.00 Stål, ubh. 23,76 44
312927 1576 Vanlig TS 1000x2000 38.10x16.93 4.75x3.00 Stål, ubh. 26,40 44
312928 1576 Vanlig TS 1200X2000 38.10x16.93 4.75x3.00 Stål, ubh. 31,68 44
312929 1576 Vanlig TS 1500x2000 38.10x16.93 4.75x3.00 Stål, ubh. 39,60 44
312930 2091 Vanlig LS 1220x2400 50.80x22.58 2.52x2.50 Stål, ubh. 13,01 78
                 
312931 2490F Flatv 1220x2440 60.96x23.44 5.5x4.00 Stål, ubh. 38,70 53
                 
312932 2498 Vanlig LS 2440x1220 60.96x23.44 3.12x3.00 Stål, ubh. 18,63 73
312933 3092 Vanlig LS 1220x1830 76.20x33.86 3.58x3.00 Stål, ubh. 11,09 79
312934 3092 Vanlig LS 2440x1220 76.20x33.86 3.58x3.00 Stål, ubh. 14,79 79
312935 4898 Vanlig TS 2440x1220 121.92x33.86 9.53x4.50 Stål, ubh. 61,67 44
                 
312936 N6664F Flatv 1250x2500 8x5.98 1.4x0.7 Stål,galv 7,38 53
  N7367FG Flatv 1200x2000 50.8x21.77 4.32x4.5 Stål,galv 26,54 60
  N7367FG Flatv 1200x2400 50.8x21.77 4.32x4.5 Stål,galv 31,85 60
                 
313341 602A Finmask 1250x1250 5.84x3.38 1.17x0.56 Alumin 1,62 31
                 
313342 2496A Vanlig TS 2500x1250 60.96x25.4 5.82x4.70 Alumin 18,46 54
313343 2496A Vanlig TS 1250x2800 60.96x25.4 5.82x4.70 Alumin 20,67 54

 

 

Type nr.

Største anbefalte spennvidde i mm           2)

 

 

A

 

 

 

B

 

Åpent spenn (ML)

Gangbredde (ML)

 

Fordelt last

 

 

Fordelt last

 

 

Kg/m2

 

 

Kg/m2

 

300

500

750

300

500

750

2492/stål     1)

668

548

484

732

612

548

4894/stål

1088

920

789

1152

984

853

4896/stål

606

546

485

670

610

549

4897/stål

789

606

551

853

670

615

4898/stål    1)

841

668

606

905

732

670

4899/stål

977

789

728

1041

853

792

488S 1S/rustfritt

606

546

485

670

610

615

2488S/rustfritt

668

548

484

732

612

548

 

 

Strenger

 

 

 

Maske

bredde

Total

 

 

størrelse/

x

høyde

 

Type

åpning

tykkelse

mm

Ca.

nr.

mm

mm

ca.

Kg/m²

2492/stål

60x25

6,1x4,5

11,5

17,0

4894/stål

121x38

13,0x6,0

21,5

32,2

4896/stål

121x34

6,35x4,5

13,0

13,2

4897/stål

121x34

7,9x4,5

15,3

16,5

4898/stål

121x34

9,5x4,5

16,5

19,8

4899/stål

121x36

9,5x6,0

18,5

25,0

488S 1S/rustfritt

121x34

6,35x5,0

13,0

15,3

2488S/rustfritt

60x25

6,1x5,0

12,0

19,6

 

Comparison Table for Point Load on Offshore Grating Steel Grade S235

Bearing bar

Free span (bearing bar)

grating

Loading

600

750

900

1050

1200

1350

1500

1650

 

25/5 S235

D1

1,7

1,34

1,03

0,76

0,58

0,46

0,37

0,31

D2

3,19

2,46

1,79

1,3

0,99

0,78

0,63

0,52

D3

5,02

3,76

2,6

1,88

1,43

1,12

0,9

0,75

 

 

30/5 S235

D1

2,55

2

1,65

1,38

1,06

0,84

0,68

0,56

D2

4,79

3,68

2,99

2,4

1,83

1,44

1,17

0,96

D3

7,53

5,65

4,52

3,47

2,63

2,07

1,67

1,37

 

 

35/5 S235

D1

3,54

2,78

2,29

1,95

1,69

1,38

1,12

0,92

D2

6,69

5,15

4,18

3,52

3,03

2,39

1,93

1,59

D3

10,54

7,9

6,32

5,27

4,37

3,43

2,76

2,28

 

 

50/5 S235

D1

7,45

5,85

4,82

4,1

3,56

3,15

2,83

2,56

D2

14,22

10,94

8,89

7,49

6,46

5,69

5,08

4,59

D3

22,5

16,88

13,5

11,25

9,64

8,44

7,5

6,75

D1: 100x100 D2: 200x200 D3:     300x300

  1. Loading is based on max load each (D1)100x100, (D2)200x200 or (D3)300x300
  2. Based on L/200 or max deflection 10mm. NTJ suggest to use loading with max deflection not bigger than 4mm, but this will give a much bigger reduction for the load!

* 1kN = 100 kg.

  1. Material/steel quality is S235
  2. c/c for grating type TR-OSPss is 28,2x101,6mm, and it has serrated cross bar.
  3. Cells marked whit shades, is not recommended for ordinary use!

IMPORTANT: This calculation is absolutely MAX load's with safety/breaking factor = 1 and this is to be used as an indication. We DO NOT GUARANTEE the correctness of the results or information given in this table!

 

Comparison Table for Point Load on Offshore Grating Steel Grade S355

Bearing bar

Free span (bearing bar)

grating

Loading

600

750

900

1050

1200

1350

1500

1650

 

25/5 S355

D1

2,33

1,49

1,03

0,76

0,58

0,46

0,37

0,31

D2

4,14

2,6

1,79

1,3

0,99

0,78

0,63

0,52

D3

6,23

3,83

2,6

1,88

1,43

1,12

0,9

0,75

 

 

30/5 S355

D1

3,85

2,73

1,89

1,38

1,06

0,84

0,68

0,56

D2

7,23

4,78

3,29

2,4

1,83

1,44

1,17

0,96

D3

11,38

7,05

4,79

3,47

2,63

2,07

1,67

1,37

 

 

35/5 S355

D1

5,35

4,2

3,11

2,28

1,75

1,38

1,12

0,92

D2

10,11

7,77

5,44

3,97

3,03

2,39

1,93

1,59

D3

15,92

11,69

7,94

5,75

4,37

3,43

2,76

2,28

 

 

50/5 S355

D1

11,26

8,84

7,28

6,19

5,38

4,26

3,45

2,85

D2

21,49

16,53

13,43

11,31

9,46

7,45

6,03

4,97

D3

33,99

25,49

20,39

16,99

13,69

10,75

8,67

7,14

D1: 100x100 D2: 200x200 D3:     300x300

  1. Loading is based on max load each (D1)100x100, (D2)200x200 or (D3)300x300
  2. Based on L/200 or max deflection 10mm. NTJ suggest to use loading with max deflection not bigger than 4mm, but this will give a much bigger reduction for the load!

* 1kN = 100 kg.

  1. Material/steel quality is S355
  2. c/c for grating type TR-OSPss is 38,2x101,6mm, and it has serrated cross bar.
  3. Cells marked whit shades, is not recommended for ordinary use!

IMPORTANT: This calculation is absolutely MAX load's with safety/breaking factor = 1 and this is to be used as an indication. We DO NOT GUARANTEE the correctness of the results or information given in this table!

Platetykkelse

Tykkelsestoleranser for oppgitte bredde

mm

 

mm

 

over

t.o.m.

-1000

1001 - 1250

1251 - 1600

 

+- 0,04

+- 0,06

+- 0,07

 

0,6

0,8

+- 0,04

+- 0,07

+- 0,08

0,8

1,0

+- 0,05

+- 0,08

+- 0,09

1,0

1,2

+- 0,05

+- 0,09

+- 0,10

1,2

1,5

+- 0,07

+- 0,11

+- 0,12

1,5

1,8

+- 0,08

+- 0,12

+- 0,13

1,8

2,0

+- 0,09

+- 0,13

+- 0,14

2,0

2,5

+- 0,10

+- 0,14

+- 0,15

2,5

3,0

+- 0,11

+- 0,15

+- 0,17

3,0

3,5

+- 0,12

+- 0,17

+- 0,19

3,5

4,0

+- 0,15

+- 0,20

+- 0,22

4,0

5,0

+- 0,18

+- 0,22

+- 0,24

5,0

6,0

+- 0,20

+- 0,24

+- 0,25

Platetykkelse

Lengdetol. for oppgitte lgd.

mm

mm

fra

t.o.m.

501-1250

1251-2000

0,5

3,0

-0 + 3

-0 + 4

3,0

6,0

-0 + 4

-0 + 5

Platetykkelse

Lengdetol. For oppgitte lgd.

mm

mm

fra

t.o.m.

-1000

1001 - 2000

0,5

3,0

-0 + 3

-0 + 4

3,0

6,0

-0 + 4

-0 + 6

Platetykkelse

Tykkelsestoleranser for oppgitte bredde

 

mm

 

mm

 

fra

t.o.m.

t.o.m 1250

1250 -1600

 

8

10

+- 0,45

+- 0,50

 

10

15

+- 0,50

+- 0,60

 

15

20

+- 0,60

+- 0,70

 

20

30

+- ,065

+- 0,75

 

Platetykkelse

Tykkelsestoleranser for oppgitt bredde og lengde mm

mm

fra

t.o.m

t.o.m. 1000

1001-2000

2001-3000

3001 t.o.m.

8

12

-0 + 6

-0 + 8

-0 + 10

-0 + 12

12

30

-0 + 7

-0 + 9

-0 + 12

-0 + 14

TILSTANDSBETEGNELSER

Beregnelse

 

etter EN

Leveringstilstand

F

Ubehandlet (som fabrikert)

O

Mykglødet

H12

Kvarthard

H22

Kvarthard, anløpt og avspenningsglødet

H14

Halvhard

H24

Halvhard, anløpt og avspenningsglødet

H16

Trekvarthard

H26

Trekvarthard, anløpt og avspenningsglødet

H18

Hard

H28

Hard, anløpt og avspenningsglødet

H32

Kvarthard, stabilisert

H34

Halvhard, stabilisert

H36

Trekvart, stabilisert

H38

Hard, stabilisert

T1

Avkjølt fra varmebehandlingstemperatur og kaldutherdet

T3

Innherdet, hardbearbeidet og kaldutherdet

T4

Innherdet og kaldutherdet

T5

Avkjølt fra varmebehandlingstemperatur og varmeutherdet

T6

Innherdet og varmeutherdet

T8

Innherdet, hardbearbeidet og varmeutherdet

T9

Innherdet, varmeutherdet og hardbearbeidet

T10

Avkjølt fra varmebearbeidingstemperatur, varmutherdet og hardbearbeidet

 

H angir

 

kaldbearbeidet materiale

1. siffer

 

H1

Bare kaldbearbeidet

H2

Kaldarbeidet og delvis tilbakeglødet (anløpt)

H3

Kaldbearbeidet og stabilisert

2. siffer

Reduksjonsgrad siste valsestikk

-2

15-20%

-4

30-35%

-6

55 %

-8

75 %

-9

90 %

Mekaniske minimumsverdier -  Aluminium

 

Legering

 

Stekkfasthet

Flytegrense

Forlengelse

Tilstand

RM N/mm²

RP0,2 N/mm²

A5

Min.

Min.

Min.

 

1050A

0

65

20

35

 

H14

105

85

6

1200

0

70

25

35

 

H 14

115

95

6

5005

H 34

145

110

5

5052

H 22/ H 32

220

130

7

 

H 24 / H 34

230

150

6

5083

H 116 / H 321

305

215

10

5754

H 22 / H 32

220

130

10

 

H 14

240

190

4

 

H 24 / H 34

240

160

6

6060

T 6

215

160

10

6082

T 6

295

255

8

Mekansike minimumsverdier -  Skipsplater
DNV

 

5754-H24/34

5083-H116/321

Strekkfasthet Rm min

240 N/mm2

305 N/mm2

Flytegrense Rp0,2 min.

165 N/mm2

215 N/mm2

Forlengelse A5 % min.

10 %

10 %

Kjemiske sammensetninger -  Aluminium

Legering EN AW

Si

Fe

Cu

Mn

Mg

Cr

Zn

Al

1070A

0,2

0,25

0,03

0,03

0,03

-

0,07

99,7

1050 A

0,25

0,4

0,05

0,05

0,05

-

0,07

99,5

1350

0,1

0,4

0,05

0,01

-

0,01

0,05

99,5

1200

1,00 Si + Fe

 

0,05

0,05

-

-

0,1

99

3003

0,6

0,7

0,05 - 0,20

1,0 - 1,5

-

-

0,1

Rest

3105

0,6

0,7

0,3

0,3 - 0,8

0,2 - 0,8

0,2

0,4

"

5005

0,3

0,7

0,2

0,2

0,5 - 1,1

0,1

0,25

"

5052

0,25

0,4

0,1

0,1

2,2 - 2,8

0,15 - 0,35

0,1

"

5754

0,4

0,4

0,1

0,5

2,6 - 3,8

0,3

0,2

"

5083

0,4

0,4

0,1

0,4 - 1,0

4,0 - 4,9

0,05 - 0,25

0,25

"

6060

0,3 - 0,6

0,1 - 0,3

0,0 - 0,1

0,0 - 0,1

0,35 - 0,6

0,0 - 0,05

0,0 - 0,15

"

6082

0,7 - 1,3

0,0 - 0,5

0,0 - 0,1

0,4 - 1,0

0,6 - 1,2

0,0 - 0,25

0,0 - 0,25

"

Tekniske data metaller

 

 

Tilstand

Legeringselement %

Cu

Zn

Pb

Sn

SB

As

Loddetinn

 

 

 

50,00

50,00

 

 

RZ-sinplater

 

0,13

99,70

 

 

 

 

Blyblokker

 

 

 

99,97

 

 

 

Kobberplate/bånd

Halvhard

99,50

 

 

 

 

 

Kobberplate/bånd

Glødd

99,50

 

 

 

 

 

Kobberskinner/bolt

Halvhard

99,90

 

 

 

 

 

Messingplate

Halvhard

63,00

37,00

 

 

 

 

Messingbolt

Hard

58,00

39,00

3,00

 

 

 

Fosforbronseplate

Fjærhard

93,50

 

 

6,00

 

 

Blyplate/bånd

 

 

 

99,90

 

 

 

 

Strekkfasthet                      Rm- N/mm²

Flytegrense                Rp0,2- N/mm²

Forlengelse

Hardhet

Smeltepunkt

Egenvekt

Elektr.

Norsk

Tysk std.

A5

HV

 

 

motstand

std.

 

min.

maks

min.

maks

min.

min.

ºC

gr/cm³

mm²/m

NS

DIN

Loddetinn

 

 

 

 

 

 

 

 

 

 

 

RZ-sinplater

160

 

120

 

30

40

418

7,2

 

 

 

Blyblokker

 

 

 

 

 

 

327

11,3

 

 

 

Kobberplate/bånd

240

300

180

250

8

65

1083

8,9

 

16015

 

Kobberplate/bånd

220

260

40

120

33

40

1083

8,9

 

16015

 

Kobberskinner/bolt

250

290

180

250

10

75

1083

8,9

 

 

 

Messingplate

360

440

240

360

20

60

900

8,4

 

 

 

Messingbolt

400

550

160

420

8-35

100

880

8,5

 

16130

CuZn39Pb3

Fosforbronseplate

670

770

630

730

5

200

950

8,8

 

16306

 

Blyplate/bånd

 

 

 

 

 

5

327

11,3

 

 

 

METALLISKE MATERIALER - INSPEKSJONSDOKUMENTER NS-EN 10  204

(UTDRAG AV NS-EN 10 204, BEARBEIDET AV NORSK STÅL AS)

 

NS-EN 10 204

 

 

 

 

Dokumentinnhold

 

2. utgave 2005

Type dokument

Dokument-type

Dokument gjort

Referanse

Betegnelser

kontroll og prøving

gyldig av

Type 2.1

Verksattest

 

Uten prøvningsresultater

 

Produsenten

Erklæring/bekreftelse om

samsvar med bestilling/ordre

 

 

Type 2.2

 

 

Prøverapport

 

 

Kontrolldokumenter basert på ikke-spesifikk kontroll

 

Med prøvningsresultater

 

 

Produsenten

Erklæring om samsvar med

bestilling/ordre, med angivelse

av prøvningsresultater fra

ikke-spesifikk kontroll. Kontrollen

behøver ikke nødvendigvis

gjøres på produkter fra den

aktuelle leveransen

 

Type 3.1

 

Kontroll-

 

 

 

Kontrolldokumenter basert på spesifikk kontroll

 

 

Produsentens  autoriserte

sertifikat 3.1

 

kontrollrepresentant som

 

Med prøvningsresultater

er uavhengig av produksjons-

 

Erklæring om samsvar med

avdelingen

 

bestilling/ordre, med angivelse

 

 

Type 3.2

 

av prøvningsresultater fra

 

Kontroll-

spesifikk kontroll.

Produsentens  autoriserte

sertifikat 3.2

 

kontrollrepresentant som

 

 

er uavhengig av produksjons-

 

 

avdelingen, og av enten kjøpers

 

 

autoriserte kontrollrepresentant

 

 

eller av kontrollør som er angitt i

 

 

offentlige forskrifter

Dokumentet ovenfor erstatter EN 10 204: 1991

Hovedendringene:

    • Type 2.3 av den tidligere utgivelsen er fjernet
    • Type 3.1 erstatter type 3.1.B av tidligere utgivelse
    • Type 3.2 erstatter typene 3.1.A, 3.1.C og kontrollrapport 3.2 av tidligere utgivelse
    • Nye definisjoner: "produsenter", "mellomledd", "produktspesifikasjon"

    KORRESPONDERENDE TEGEGNELSER AV TYPE DOKUMENT

    EN 10 204, 2.utg 2005

    Norsk

    Engelsk

    Tysk

    Fransk

    Referanse

    versjon

    versjon

    versjon

    versjon

     

    Type 2.1

     

    Verksattest

     

    Decleration of compliance

     

    Werkszbescheinigung

     

    Attestation de conformité

    with the order

    à la commande

     

    Type 2.2

     

    Prøverapport

     

    Test report

     

    Werkszeugnis

     

    Relevè de contróle

     

    Type 3.1

     

    Kontrollsertifikat

     

    Inspection certificate 3.1

     

    Abnuhmeprüfzeugnis 3.1

     

    Certificat de réception 3.1

    3.1

     

    Type 3.2

     

    Kontrollsertifikat

     

    Inspection certificate 3.2

     

    Abnuhmeprüfzeugnis 3.2

     

    Certificat de réception 3.2

    3.2

     

     

     

    products