SSM Handbook

Disclaimer of Liability Whilst every care was taken in the preparation of data,it should be noted thata) We accept no liabilty howsoever from any error

or ommission herein.b) No representation or warranty is made herein andc) Buyer or user have to check with respective mills

for tolerances and dimensions.

PREFACE

PT. Steel Surya Mandiri is a supplier, stockist and trading company for steels and related products. Established in 2000, oriented as a steel store and trader for steel in the area of Glodok or well known as Chinatown Jakarta.PT. Steel Surya Mandiri even though is still young comparing to all the competitors around, but we can manage to exist and compete with all big suppliers of the same production. It’s all because of the satisfaction of our customers.We realize that without our loyal customer, we won’t stand the ground where we’re right now.For improving our quality of services and to answer all of the questions from our customers regard- ing the Technical specification of all materials in the market. We humbly give you the PT. SSM HANDBOOK.

PT. SSM

i

CONTENTSPrefaceContentsReference Tables of StandardsComparison BetweenSpecificationsSpecifications

and Materials ( ASTM )European Standards ( EN)British Standards ( BS )Deutsche Industrie Noemen -Germany ( DIN )

Australian Standards Institute ( AS )/ New Zealand Standards ( NZS )

Japanese Industrial Standards ( JIS )China National Standards ( GB )

Wide Flange BeamsBearing PilesSheet Piles “ U ”

JIS A5528JoistsI Berams, T BarsIPNChannels

Taper Flange ChannelsParallel Flange Channels

AnglesUnequal Angles

RallsPlates

Shipbuilding Steels Plates - American Bureau of Shipping ( ABS )- Lloyd’s Register of Shipping ( LRS )

Steel Plates :Comparison of Specifications for Shipbuilding Qualities PlatesSteel Plates :Chequered Plates

Stainless SteelPlates ( JIS )

Corrosion Resistance Data - Stainless SteelBars

Square, Round BarsExpanded MetalsDeformed Bars and Round Bars ( Building Construction Use )Pipes to BS 1387 ( British Standard )Pipes to JIS G3452 - SGP (Japanese Standard )

Line Pipes ( Seamless or Welded ) - Carbon and Stainless Steel

Specifications :

Specifications :

Specifications :

Specifications :

Specifications :Plain ChannelsLipped Channels

Square

Square

Rectangular

Rectangular

CircularCircular

nd stAPI - American Petroleum Institute 42 Edition 1 July 2000

Seamless Boiler Tubes - ASTM, DIN, & JIS

Stainless Steel Pipes - JIS G3459, Usage

Hollow Sections - ASTM, EN, JIS

Hot Finished Hollow Section - BS EN 10210

Stainless Steel Pipes to JIS G3459 SUS-TP

Seamless Boiler Tubes and Pipes

API - American Petroleum Institute 1992

ASTM - American Society for Testing and Material

Pipes

Stainless SteelPipes ( JIS )Cold FormedSection

Hot FormedSection

Light GaugeChannelsTitaniumTable of GaugesCarbon and Alloy SteelHardness Conversion Table ( Steels )Physical Characteristics and Mechanical Properties of Ferrous MetalConversion Tables

SectionsPlatesAmerican Society for Testing -A36, 242, 283, 441, 570, 572 & 588

- 10025 & 10155- 4360- 17100

- 3679.1, 3678, BHP-300 PLUS

- G3101, 3131, 3141, 3106, 3136 & 3302- 700

( old version )( old version )

Lx & Larssen, Arbed

iiiiii123

5911

12

1318194143444546474849515355575967697172737475777879808182838485868788919293949899101103104105107108109110111147149150151152

European Channels

Equal Angles

Specifications : Pressure Vessels - ASTM, BS EN & DIN

Thickness in mm

Thickness in inches

Specifications : Hot / Cold Rolled Stainless Steel Plates - JISStainless Steels Plates to JIS G4304 / G4305 SUS 304 & 316

Flat Bars

ii

Reference Tables of Standards(1) Steel Plates for Structural Use

Strength Level

2(T.S. N/mm )

Standards

JISSumitomoStandards ASTM DIN & VDEh BS EN ISO

G3101 SS330

G3101 SS400

G3106 SM400A

330

400

A283 Gr.B.C

A36

A572 Gr.42

DIN17100 U, RSt34-1,

DIN17100 U, RSt42-1 DIN17100 RSt42-2

St37-1, 2, 3

BS EN10025 Gr.

BS EN10025 Gr.

BS EN10025 Gr.

S185

S275JR

S275J0

ISO R630 Fe33, 37A,

ISO R630 Fe42A, 44A

ISO R630 Fe42B, 44B

A283Gr.D

A633 Gr.A

St42-3

Rst46 - 3

G3106 SM400B

G3106 SM400C

G3106 SM490A, B, C

G3106 SM490YA, B

A573 Gr.58, 65

A529 Gr.50, 55

A573 Gr.70

DIN17100 RSt42-3

RSt46-3

DIN17100 RSt42-3

RSt46-3

BS EN10025 Gr.

BS EN10025 Gr.

BS EN10025 Gr.

BS EN10025 Gr.

S275J2G3

S275J2G4

S355JR

S355J0, S355J2G3

ISO R630 Fe42C, 44C

ISO R630 Fe42D, 44D

ISO R630 Fe52B, D

DIN17100 St50-1, 2

DIN17100 St52-3

G3106 SM520B, CA572 Gr.50, 60A633 Gr.C, D ISO R630 Fe52, C, D

SUMITEN540A572Gr.65 A633 Gr.E A678 Gr.B

BS En10025 Gr.

SUMITEN690

S355J2G4, S355K2G3,

SUMITEN730

S355K2G4

SUMITEN780

490

590 SUMITEN590 G3106 SM570

A678 Gr.C DIN17100 St60-1, 2

BS EN10025 Gr. E355

SUMITEN950

685 G3128 SHY685 N, NSA514 Gr.A~T A517 Gr.A~T

DIN17100 St70-2BS EN10025 Gr. E360

(2) Carbon Steel for Bollers and Pressure Vessels

Strength Level2

(N/mm )Standards

JIS ASTM DIN & VDEh BS EN ISOY.P. T.S.

165

185

205

295

205

225

245

265

205

225

245

265

205

225

345

355

345

415

420

450

345, 430

310

340

380

520

380

410

450

480

380

410

450

480

380

410

480

450

560

550

500

570

480, 550

G3103 SB480

G3118 SGV410

G3118 SGV450

G3118 SGV480

G3115 SPV235

G3115 SPV335

G3115 SPV410

G3115 SPV450

G3103 SB450

G3103 SB410

A515 Gr.70

A516 Gr.55

A516 Gr.70

A442 Gr.55

A442 Gr.60

A537 CI.1, A841 CI.1

A537 CI.2, A841 CI.2

A737 Gr.B, C

A612

A515 Gr.65

A516 Gr.65

A515 Gr.60

A516 Gr.60

A299

A285 Gr.C

A285 Gr.B

A285 Gr.A

DIN17155 19Mn6

DIN17155 19Mn6

DIN17155 19Mn6

DIN17155-17Mn4

DIN17155-HIII(si Killed)

DIN17155-HII(si Killed)

DIN17155 19Mn6

DIN17155-HII

DIN17155-HII

DIN17155-HIII

DIN17155-HII

DIN17155-HII

VDEhW680 TTSt41

VDEhW680 TTSt45

DIN17155-17Mn4

DIN17155-HI

DIN17155-HI

BS En10028 Gr.P275N, NH





BS En10028 Gr.P355M, MH

BS En10028 Gr.P420M, MH


ISO 2604/IV P 5

ISO 2604/IV P 7

ISO 2604/IV P 11

ISO 2604/IV P 16

iviii

(3) Low-Alloy Steel for Boller and Pressure Vessels

Strength Level2 (N/mm )

Standards


255

275

275

295

315

345

345

345

570

570

380

415

570

255, 315

225, 275

245, 315

245, 315

205, 315

205, 315

205, 315

205, 315

345, 480

345, 480

345, 480

585, 690

515, 415

450

440

480

520

520

550

550

550

690

690

580

580

690

A204 Gr.A

A204 Gr.B

A204 Gr.C

A302 Gr.A

A302 Gr.B

A302 Gr.C

A302 Gr.D

A387 Gr.2

A387 Gr.12

A387 Gr.11

A387 Gr.22

A387 Gr.21

A387 Gr.5

A387 Gr.7

A387 Gr.9

A533 Type A

A533 Type C

A533 Type D

A542 Type A, B, CI.4

A832 Gr.22V

A832 Gr.21V, 23V

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2

Class 1, 2, 3

Class 1, 2, 3

Class 1, 2, 3

A542 Class 1, 2

A542 Class 3, 4a

WSN5423 16Mo5

DIN17155 15Mo3

DIN17155 13CrMo44

WSN7380 10CrMo9 10

WSN7362 12CrMo19 5

WSN5423 16Mo5

(1/4Mo)

(4) Steel for Low-Temperature Service

Strength Level2 (N/mm )

Standards


275

325

350

355

365

255

275

255

275

520

590

345-570

480-685

400

450

490

450

480

450

490

450

490

690

690

550-690

620-790

G3126 SLA235A

G3126 SLA325A

G3126 SLA365

G3127 SL2N255

G3127 SL3N255

G3127 SL3N275

G3127 SL9N520

G3127 SL9N590

G3120 SQV2A

or 2B

SLA325B

G3126 SLA235B

A662 Gr.A

A662 Gr.B

A537 CI.1, Ab41 CI.1

A662 Gr.C

A203 Gr.A

A203 Gr.B

A203 Gr.D

A203 Gr.E

A353

A553, A844

A533 Type B

A543 Type B, C

Class 1, 2, 3

Class 1, 2, 3

380, 480

380, 450

410, 520

410, 520

410, 520

410, 520

410, 520

410, 520

550, 620

550, 620

550, 620

725, 795

655, 585

G3103 SB450M

G3103 SB480M

G3119 SBV1A

G3119 SBV1B

G3119 SBV2

G3119 SBV3

G4109 SCMV-1

G4109 SCMV-2

G4109 SCMV-3

G4109 SCMV-4

G4109 SCMV-5

G4109 SCMV-6

G3120 SQV1A

G3120 SQV3A

G4110 SCMQ4E

G4110 SCMQ4V

G4110 SCMQ5V

or 1B

or 3B

BS En10028 Gr.16Mo3(1/4Mo)

BS En10028 Gr.13CrMo4-5

BS En10028 Gr.11CrMo9-10

ISO 2604/IV P28

ISO 2604/IV P30

ISO 2604/IV P33

ISO 2604/IV P32

ISO 2604/IV P34

2• 1/2Cr-1Mo-V NT

2• 1/4Cr-1Mo

3Cr-1Mo-V NT

2• 1/4Cr-1Mo QT

1/2Mo

Mn-1/2Mo-1/2NI

Mn-1/2Mo-3/4NI

2/3Cr-1/2Mo

1Cr-1/2Mo

1•1/4Cr-1/2Mo

2•1/4Cr-1Mo

3Cr-Mo

5Cr-1/2Mo

7Cr-1/2Mo

9Cr-1Mo

Min-1/2Mo

Min-1/2Mo-3/4NI

Min-1/2Mo-1/3NI

Remarks

SLT285

SLT325A

SLT325B

SLT360

SLT2N255

SLT3N255

SLT3N275

SLT9N520

SLT9N590

VDEh W680

VDEh W680

VDEh W680

VDEh W680

TTSt41

TTSt45

I0Ni14

X8Ni9

BS En10028 Gr.P355NL1, NL2

BS En10028 Gr.P355ML1, ML2

BS En10028 Gr.X6Ni(HT680),

X7Ni9

ISO 2604/1V P16

ISO 2604/1V P43

ISO 2604/1V P44

ISO 2604/1V P45

3Ni-1•3/4Cr-1/2Mo

Mn-1/2Mo-1/2Ni

9Ni(QT type)

9Ni(N type)

3•1/2Ni

3•1/2Ni

2•1/4Ni

2•1/4Ni

RemarksSumitomoStandards

Steel type: Rolled Steel Plate for Hulls (mild steel)

(5) Corresponding Industry Codes for Ship Building Standards

viv

Steel type: Steel for Boilers and Pressure Vessels

Strength Level2 (N/mm ) Correspending

Y.P. T.S.

400/490

ASTM

Grade

NK

Japan

AB

USA

LR

UK

BV

France Germany

GL

Norway

NV

Taiwan Russia ROK China

CR RS KR CCS

235 ASTM A131 A

B

D

E

KAM

KAS

KBS

KAK

KBK

KDK

KAN

KBN

KDN

KEN

AAM

AAS

ABS

AAK

ABK

ADK

ADN

AEN

LAM

LAS

LBS

LDS

LAK

LBK

LDK

LDN

LEN

BAM

BAS

BBS

BDS

BAK

BBK

BDK

BDN

BEN

GAM

GAS

GBS

GAK

GBK

GDK

GDN

GEN

NAM

NAS

NBS

NAK

NBK

NDK

NDN

NEN

CAM

CAS

CBS

CAK

CBK

CDK

CDN

CEN

PAM

PAS

PBS

PAK

PBK

PDS

PDK

PDN

PEN

KRAM

KRAS

KRBS

KRAK

KRBK

KRDK

KRDN

KREN

CSAM

CSAS

CSAK

CSDK

CSDN

CSEN

Steel type: Rolled Steel Plate for Hulls (high tensile strength steel)

Strength Level 2 (N/mm ) Correspending

Y.P. T.S.

400/510

470/590

490/620

530/650

ASTM

Grade

NK

Japan

AB

USA

LR

UK

BV

France Germany

GL

Norway

NV

Taiwan ROK China

CR RS KR CCS

265

315

355

390

AH32

AH36

AH40

DH32

DH36

DH40

EH32

EH36

EH40

K32A

K36A

K40A

K32D

K36D

K40D

K32E

K36E

K40E

A32A

A36A

A40A

A32D

A36D

A32DN

A36DN

A40D

A32E

A36E

A40E

L32A

L36A

L40A

L32D

L36D

L40D

L32E

L36E

L40E

B32A

B36A

B32D

B36D

B32E

B36E

G32A

G36A

G32D

G36D

G32E

G36E

N27A

N27D

N32A

N36A

N40A

N27E

N32D

N36D

N40D

N32E

N36E

N40E

C32A

C36A

C32D

C36D

C32E

C36E

P32A

P36A

P32D

P36D

P32E

P36E

KR32A

KR36A

KR32D

KR36D

KR32E

KR36E

ASTM A131

ASTM A131

ASTM A131

CS32A

CS36A

CS32D

CS36D

CS32E

CS36E

Russia

Strength Level2 (N/mm ) Correspending

Y.P. T.S.

310/450

345/485

380/515

380/520

410/550

450/590

480/620

380/520

410/550

450/590

480/620

410/510

490/610

520/640

570/700

610/740

ASTM, JIS

NK

Japan

AB

USA

LR

UK

BV

France Germany

GL

Norway

NV


CR RS KR CCS

165

185

205

205

225

245

265

205

225

245

265

235

315

355

450

490

1/2Mo

2/3Cr-1/2Mo

1Cr-1/2Mo

1 1/4Cr-1/2Mo

2 1/4Cr-1Mo

3Cr-1Mo

5Cr-1/2Mo

(ASTM)

A285 Gr.A

A285 Gr.B

A285 Gr.C

A515 Gr.60

A516 Gr.60

A515 Gr.65

A516 Gr.65

A515 Gr.70

A516 Gr.70

A204 Gr.A

A387 Gr.2

A387 Gr.12

A387 Gr.11

A387 Gr.22

A387 Gr.21

A387 Gr.5

A204 Gr.A

A204 Gr.A

G3115 SPV235

SPV315

SPV355

SPV450

SPV490

(JIS)

(ASMT)

(ASMT)

A516 Gr.55

KP42

KPV42

KPV32

KPV36

KPV46

KPV50

KPA46

KPA49

KP46

KP49

APMA

APMB

APMC

APMD

APME

APMF

APMG

APK

APL

APM

APN

APH

API

APJ

LP360, AR

LP410, AR

LP460, AR

LLT0-360

LLT0-410

LLT20-410

LLT0-490

LLT20-490

LPCM470

LPCM480

LP360FG

LP410FG

LP460FG

LP490FG BP510

BPM430

BPM510

BPMV510

BPCM450

BPCM470

BPCM480

BP410

BP410

BP360

NP360-ON

NP360-IFN

NP410-ON

NP410-IFN

NP410-IFN

NP460-ON

NP460-IFN

NP460-IFN

NP490-ON

NP490-IFN

NP490-IFN

NP510-IFN

NP510-IFN

NPCM470

NPCM480

NPM440

(0.3Mo)

CP1410

CP1450

CP2450

CP1480

CP2480

CPV0235

CPV0315

CPV0355

CPV0450

CPV0490

KRP42

KRP46

KRP49

KRPV24

KRPV32

KRPV36

KRPV46

KRPV50

KRP46A

KRP49A

Steel type: Steel for Low-Temperature Service

Strength Level 2 (N/mm )Correspending JIS

Y.P. T.S.

NK

Japan

AB

USA

LR

UK

BV

France Germany

GL

Norway

NV


CR RS KR CCS

235

325

365

400/510

440/560

490/610

G3126 SLA235

G3127 SL2N255

SL3N255,

SL5N590,

SL9N520,

275

590

SLA325

SLA365

A, B

A, B

KL24A, B

KL2N30

KL3N32

KL5N43

KL9N53

KL9N60

KL33

KL37

ABV

ABVH

BLNA

BLNB

BL1N

BL3N

BL5N

BL9N

NL23, 24, 24L

NL43, 44, 44L

NLN1N

NLN3N

NLN5N

NLN9N

KRL24A

KRL24B

KRL33

KRL37

KRL2N30

KRL3N32

KRL5N43

KRL9N53

KRL9N60

LT-EH32, -FH32

LT-EH32, -FH36

1 1/2Ni

3 1/2Ni

5Ni

9Ni

1/2Ni

1 1/2~2 1/4Ni

3 1/2Ni

5Ni

9Ni

COMPARISON BETWEEN SPECIFICATIONS (SECTIONS)

21

COMPARISON BETWEEN SPECIFICATIONS (PLATES)Min. Yield Stress

(Tensile Strength)

MPa

185 (290-510)

185

195

205

215

230

235

215

235

CharpyImpact Test

Special

Specification

U.S.A

ASTM

European Standard

(BS, DN)

EN 10025

EN 10155

U.K.

(old version)

BS 4360

Germany

(old version)

DIN 17100

Japan

JIS

Australia China

AS/NZS

GB 700

A570-30

A570-33

S185

S235

S235JR

S235JRG1

S235JRG2

S235J0

S235J2G3

S235J2G4

40A

40B, 40C

40D

St 33

St 37-2

USt 37-2

RSt 37-2

St 37-3

Q235-A

Q215-B

Q235-B, C, D

Q215-A

Q195

S235J0W

S235J2W

G3136-SN400A

SN400B

SN400C

245 (400-510)

245

250

255

285

275

295

300

310

315

A36

A570-36

A570-40

A572-42

A242-4&5

A441-4&5

A570-45

A242-3

A441-3

S275

E295

43A St 46-3

St 50-2

Q255-AQ275

G3101-SS400

G3106-SM400A

G3101-SS490

3679.1-250

BHP-300PLUS

325 (490-610)

355 (490-640)

355 (490-640)

245

325

335

345

325

355

360

365

380

400

415

450

450

460

360

365

355

250

255

260

275

A570-50

A572-50

A242-1&2

A441-1&2

A570-55

A572-60

A572-65

A588-A, B, C, K

S275JR

S275J0

S275J2G3

S275J2G4

S355

E360

S355JR

S355J0

S355J2G3

S355K2G3

S355J2G4

S355K2G4

E335

RSt 42-1

RSt 42-2

St 44-2

St 44-3

RSt 46-2

St 46-3

G3101-SM400B

G3101-SM400C

G3106-SM490A

G3106-SM490B

G3136-SM490B

G3106-SM490YA

G3106-SM490YB

G3101-SS540

G3106-SM570

SM520B

SM520C

SM490C

SM490C

Q255-B

S355J0WP

S355J2WP

S355J0W

S355J2G1W

S355K2G1W

S355J2G2W

S355K2G2W

40DD

50A

50B, 50C

50D, 50DD

50E

WR50A

WR50B

WR50C

55C

43B, 43C

43D, 43DD

3679.1-250L0

BHP-300PLUSL0

3679.1-350

3679.1-350L0

CharpyImpact Test

St 60-2

St 70-2

St 52-3

CharpyImpact Test

CharpyImpact Test

CharpyImpact Test

Min. Yield Stress

(Tensile Strength)

MPa

165 (290-510)

245 (400-510)

325 (490-610)

355 (490-640)

380 (480)

165

185

195

200

205

215

225

230

235

215

235

245

245

250

250

255

255

260

275

275

285

295

310

315

325

325

340

350

355

355

340

380

390

400

415

450

450

460

350

365

335

340

345

350

Special

Specification

U.S.A

ASTM

European Standard

(BS, DN)

EN 10025

EN 10155

U.K.

(old version)

BS 4360

Germany

(old version)

DIN 17100

Japan

JIS

Australia China

AS/NZS

GB 700

S185

S235

S235JR

S235JRG1

S235JRG2

S235J2G3

S275J2G3

S235J2G4

S275J2G4

E335

S355

S355JR

S355J0

S355J2G3

S355J2G4

S355K2G3

S355K2G4

E360

S275JR

S275J0

S275

E295

S235J0

St 33

St 37-2

St 37-3

St 46-3

St 50-2

RSt 42-1

RSt 42-2

St 44-2

St 44-3

RSt 46-3

St 46-3

St 60-2

St 70-2

St 52-3

USt 37-2

RSt 37-2

A283-A

A283-B

A283-C

A284-C

A284-D

A283-D

A36

A242-4&5

A242-3

A242-1&2

A588-A, B, C, K

A570-55

A572-60

A572-65

40A

43A

40EE

50A

50B, 50C

50D, 50DD

50EE

WR50A

WR50B

WR50C

50F

55C, 55EE

55F

43B, 43C

43D, 43EE

40B, 40C

40D

G3101-SS330

G3136-SN400A

G3101-SS400

G3101-SS490

G3106-SM400A

G3101-SM400B

G3106-SM490A

G3106-SM490B

SM490C

G3136-SN490B

G3106-SM490YA

G3106-SM490YB

G3101-SS540

G3106-SM570

SM520YB

SM520YC

SN490C

SM400C

SN400B

SN400C

3678-200

3678-250

3678-250L15

3678-WR350

3678-WR350L0

3678-WR350L0

350L15

Q195

Q215-A

Q215-B

Q235-B, C, D

Q255-A

Q255-B

Q275

Q235-A

S235J0W

S235J2W

S355J0WP

S355J0W

S355J2G1W

S355K2G1W

S355J2G2W

S355K2G2W

S355J2WP

CharpyImpact Test

CharpyImpact Test

CharpyImpact Test

CharpyImpact Test

CharpyImpact Test

43

( Suffix "M" to ASTM No. indicates properties in metric units )

ASTM Standards - Structural Steels & Steel Plates

(Properties minima unless stated)( Suffix "M" to ASTM No. indicates properties in metric units )

ASTM Standards - Structural Steels & Steel Plates

(Properties minima unless stated)

No.

Yield

Stress

ksi

(Mpa)

Title Grade

C

Size

t

in.

Chemical Composition %

maximum (minimum)

Si

Mn

P

S

Others

Tensile

Strength

ksi

(Mpa)

Elongation

%

8 in

2 in

A36-91

A242-91a

A283-92

A441

A570-92

Structural Steel

High-strength low-

Low and inter-

Rolled Steel for

Steel, Sheet and

Strip, Carbon, hot

rolled, structural

quality

High-Strength

Low-Alloy

Structural

Manganese

Vanadium Steel

mediate tensile

strength carbon

steel plates

alloy structural

steel

5)Shapes

8)Type 1

8)Type 1

8)Type 1

A

B

C

D

-

-

-

30

33

36

40

45

50

55

Plates

Bars

All

t ≤ ¾

t ≤ ¾

¾ < t ≤ 1½

¾ < t ≤ 1½

¾ < t ≤ 1½

Gr 1 & 2

Gr 1 & 2

Gr 3

Gr 3

Gr 4 & 5

Gr 4 & 5

Shapes/

Shapes/

Shapes/

Plates &

Plates & Bar

Plates & Bar

1½ < t ≤ 2½

1½ < t ≤ 4

1½ < t ≤ 4

t ≤ 0.229

t ≤ 0.229

t ≤ 0.229

t ≤ 0.229

t ≤ 0.229

t ≤ 0.229

t ≤ 0.229

-

-

-

-

Bar ¾t ≤

2½ < t ≤ 4

t > 4

t > 4

0.26

0.25

0.25

0.26

0.26

0.27

0.27

0.28

0.29

0.15

0.15

0.15

0.14

0.17

0.24

0.27

0.22

0.22

0.22

0.25

0.25

0.25

0.25

0.25

0.25

0.25

0.29

-

-

-

-

-

-

-

-

-

-

0.80

0.80

0.80

0.80

0.60

0.60

0.60

0.85

0.85

0.85

0.90

0.90

0.90

0.90

1.35

1.35

1.35

1.00

1.00

1.00

0.90

0.90

0.90

0.90

~1.20

~1.20

~1.20

~1.20

~0.90

~0.90

~0.90

~1.25

~1.25

~1.25

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.15

0.15

0.15

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.04

0.04

0.04

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.05

0.05

0.05

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)

1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)

1)Cu (0.20)

Cu (0.20)

Cu (0.20)

Cu (0.20)

Cu (0.20)

V (0.02)

V (0.02)

V (0.02)

Cu (0.20)

Cu (0.20)

2)58/80

58/80

58/80

58/80

58/80

58/80

45/60

50/65

55/70

60/80

2)58/80

2)58/80

2)58/80

2)58/80

70

70

67

67

63

(400/550)

(400/550)

(400/550)

(400/550)

(400/550)

(400/550)

(310/415)

(345/450)

(380/515)

(415/550)

(400/550)

(400/550)

(400/550)

(400/550)

(480)

(485)

(460)

(460)

(435)

63

(435)

49 (340)

52 (360)

53 (365)

55 (380)

60 (415)

65 (450)

70 (480)

36

36

36

36

36

36

36

36

36

50

50

46

46

42

24

27

30

33

3)36

(250)

(250)

(250)

(250)

(250)

(250)

(250)

(250)

(250)

(345)

(345)

(315)

(315)

(290)

42

(290)

30(205)

33(230)

36(250)

40(275)

45(310)

50(345)

55(380)

(165)

(185)

(205)

(230)

(250)

4)20

4)20

4)20

4)20

4)20

4)20

4)20

4)20

4)20

4)20

3)18

3)18

18

18

18

3)18

4)27

4)25

4)22

4)20

7)197)187)177)167)147)127)10

2)21

23

23

23

23

23

23

23

23

23

21

21

21

213)

304)

284)

254)

234)

257)

237)

227)

217)

197)

177)

157)

-

-

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.30

0.30

0.30

0.405)

0.405)

0.405)

0.405)

-

-

-

0.15

0.15

0.15

~0.40

~0.40

~0.40

0.21

0.23

0.26

0.26

0.19

0.19

0.19

0.19

0.20

0.20

0.20

0.20

0.15

0.15

0.15

0.15

0.17

0.17

0.17

0.17

5)0.23

1.355)

1.355)

1.355)

1.355)

1.655)

0.80

0.80

0.80

0.80

0.75

0.75

0.75

0.75

0.80

0.80

0.80

0.80

0.50

0.50

0.50

0.50

~1.25

~1.25

~1.25

~1.25

~1.35

~1.35

~1.35

~1.35

~1.35

~1.35

~1.35

~1.35

~1.20

~1.20

~1.20

~1.20

0.050.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

0.05

No.

Yield

Stress

ksi

(Mpa)

Title Grade

C

Size

t

in.


maximum (minimum)

Si

Mn

P

S

Others

Tensile

Strength

ksi

(Mpa)

Elongation

%

8 in

2 in

A572

-

92a

A588

-

91a

High-strength low

High-strength low

alloy Cb-V steels

alloy structural

of structural

steel with 50 ksi

10)quality

min yield point to

4 in. thick

42*

50*

60*

65*

65*

3)A

3)B

3)C

3)K

t ≤ 6

t ≤ 4

t ≤ 4

t ≤ 4

t ≤ 4

t ≤ 4

4 < t ≤ 5

4 < t ≤ 5

4 < t ≤ 5

4 < t ≤ 5

5 < t ≤ 8

5 < t ≤ 8

5 < t ≤ 8

5 < t ≤ 8

shapes

shapes

shapes

shapes

t ≤ 1¼

t ≤ ½

½ < t ≤ 1¼

0.405)

0.405)

0.405)

0.405)

0.405)

0.30

~0.65

~0.65

~0.65

~0.65

~0.50

~0.50

~0.50

~0.50

~0.40

~0.40

~0.40

~0.40

~1.20

~1.20

~1.20

~1.20

0.30

0.30

0.30

0.15

0.15

0.15

0.15

0.15

0.15

0.15

0.15

0.25

0.25

0.25

0.25

Cr

Mo

Ni

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.30

0.30

0.30

0.30

~0.65

~0.65

~0.65

~0.65

~0.70

~0.70

~0.70

~0.70

~0.70

~0.70

~0.70

~0.70

~0.50

~0.50

~0.50

~0.50

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.50

0.50

0.50

0.50

0.25

~0.50

~0.50

~0.50

~0.50

0.25

0.25

0.25

1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)1)Cu (0.20)

Cu 0.25

Cu 0.02

Cu 0.20

Cu 0.50

~ 0.40

~ 0.04

~ 0.50

~ 0.30

V 0.01

V 0.01

V 0.01

Cb 0.005

~ 0.10

~ 0.10

~ 0.10

~ 0.056

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

0.10

0.10

0.10

0.10

-

-

-

-

-

60 (415)

65 (450)

75 (520)

80 (550)

80 (550)

(485)

(485)

(485)

(485)

(460)

(460)

(460)

(460)

(430)

(430)

(430)

(430)

(485)

(485)

(485)

(485)

70

70

70

70

67

67

67

67

63

63

63

63

70

70

70

70

42 (290)

50 (345)

60 (415)

65 (450)

65 (450)

203)

183)

163)

153)

153)

18

18

18

18

-

-

-

-

-

-

-

-

18

18

18

18

243)

213)

183)

173)

173)

21

21

21

21

21

21

21

21

21

21

21

21

21

21

21

21

(345)

(345)

(345)

(345)

(315)

(415)

(415)

(315)

(290)

(290)

(290)

(290)

(345)

(345)

(345)

(345)

50

50

50

50

46

46

46

46

42

42

42

42

50

50

50

50

* All these grades can be supplied in 4 types with alloying additions as follows:- Type 1 : Cb 0.005/0.05 Type 3 : Cb + V 0.02/0.15 Type 2 : V 0.01/0.15 Type 4 : N (with V) 0.015 max

(Reference to all standards below shall be made to ASTM)Notes :

1) When Cu is specified. 2) For wide flange shapes over 426 lb/ft tensile strength minimum of 58 ksi only and elongation in 2 in. of 19% minimum applies. 3) See standard for details on mechanical property variations. 4) See standard for details on concessions on certain size ranges. 5) See standard for details on compositional variations. 6) Hardness test required only if Q & T or if the forgings are small as described by the standard. 7) Elongation values vary with size, see standard. 8) Other elements are added to improve atmosphere corrosion resistance. 9) On plates wider than 24 in., properties shall be transverse.10) Carbon Equivalent (CE) is calculated from the equation:

+

+

EN 10025 : 1993 : HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS EN 10025 : 1993 : HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS


65

thickness (mm)

Grade

ISO : Standard 630

BS4360 Equivalent Grade

1)Type of Deoxidation

Chemical

Composition

%

%

maximum

≤ 16

≤ 16

≥ 16 ≤ 40

≥ 16 ≤ 40

≥ 40 ≤ 63

≥ 63 ≤ 80

≥ 80 ≤ 100

≥ 100 ≤ 150

≥ 150 ≤ 200

≥ 200 ≤ 250

≥ 3 ≤ 100

≤ 1

≥ 100 ≤ 150

≥ 1 ≤ 1.5

≥ 1.5 ≤ 2

≥ 2 ≤ 2.5

≥ 2.5 ≤ 3

≥ 3 ≤ 40

≥ 40 ≤ 63

≥ 63 ≤ 100

≥ 100 ≤ 150

≥ 150 ≤ 250

≥ 10 ≤ 150

≥ 10 ≤ 150

≥ 10 ≤ 150

≥ 150 ≤ 250

≥ 150 ≤ 250

≥ 150 ≤ 250

≥ 150 ≤ 250

< 3

4)≥ 40

C

Si

Mn

P

S

2) 3)N

9)Yield Stress

9)Tensile Strength

9) 13) 14)Elongation

(Values in Parentheses

KV

J

are Transverse Values)

11) 12)Impact

2N/mm

2N/mm

FF

-

-

-

-

-

-

Fe 430D1

S275J2G3

-

-

-

-

-

-

-

-

-

27

-

-

-

-

27

23

-

-

-

-

27

23

-

-

-

-

27

23

-

-

-

-

-

-

-

-

-

-

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

8 (6)

9 (7)

10 (8)

11 (9)

12 (10)

16 (14)

15 (13)

14 (12)

12 (11)

11 (10)

430/580

410/560

400/540

380/540

0.24

0.24

0.24

0.55

1.60

0.045

0.045

0.009

Fe 510B15)Fe 510A Fe 490-2

FN FN FN

Temp

ºC

+20

0

0

-20

-20

+20

27

23

27

23

-

23

40

33

-

-

-

-

40

33

-

-

-

-

-

-

-

-

-

-

43D

S275J2G4

Fe 430D2

15)S355 *

-

S355JR 7)S355JO 7)S355J2G3 7)S355J2G4 7)S355K2G3 7)S355K2G4 10)E295 10)E335 10)E360

Fe 510C Fe 510D1 Fe 510D2 Fe 510DD1 Fe 510DD2 Fe 590-2 Fe 560-2

FF FN FN FN FF FF FNFN

--50A43D 50B 50C 50D 50D 50DD 50DD

1.50

0.035

0.035

0.18

0.18

6)0.18

-

-

1.50

0.035

0.035

0.18

0.18

6)0.18

0.24

0.24

0.24

0.55

1.60

0.045

0.045

0.009

0.040

0.040

0.009

1.60

0.20

8)0.20

0.20

0.55

-

0.035

0.035

1.60

0.20

8)0.20

0.20

0.55

-

0.035

0.035

1.60

0.20

8)0.20

0.20

0.55

-

0.035

0.035

1.60

0.20

8)0.20

0.20

0.55

-

0.035

0.035

1.60

0.20

8)0.20

0.20

0.55

0.045

0.045

0.009

0.045

0.045

0.009

0.045

0.045

0.009

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

275

265

255

245

235

225

215

205

275

265

255

245

235

225

215

205

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

355

345

335

325

315

295

285

275

295

285

275

265

255

245

235

225

335

325

315

305

295

275

265

255

365

355

345

335

325

305

295

285

430/580

410/560

400/540

380/540

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

510/680

490/630

470/630

450/630

490/660

470/610

450/610

440/610

590/770

570/710

550/710

540/710

690/900

670/830

650/830

640/830

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

14 (12)

15 (13)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

18 (18)

17 (17)

12 (10)

13 (11)

14 (12)

15 (13)

16 (14)

20 (18)

19 (17)

18 (16)

16 (15)

15 (14)

4 (3)

5 (4)

6 (5)

7 (6)

8 (7)

11 (10)

10 (9)

9 (8)

8 (7)

7 (6)

-

-

-

-

-

-

87

1)

2)

3)

4)

5)

6)7)

8)9)

10)11)12)

13)

14)

15)

FU = rimming steel, FN = rimming steel not permitted, FF = fully killed steel, opt = at manufacturers option

It is permissible to exceed the specified values provided that for each increase of 0.001% N the P content is reduced by 0.005%; the N of the ladle analysis shall not however exceed 0.012%

The max value for N does not apply if the analysis shows a minimum total aluminium content of 0.020% or if sufficient other N binding elements are present

For sections > 100mm thickness the C content by agreement

Only available in thickness ≤ 25mm

For thickness > 150mm, the C is 0.20% maxFor steels S355J0, S355J2G3, S355J2G4,S355K2G3 dan S355K2G4, the following additional

requirements can be agreed at the time of enquiry and order:(i)

(ii) a max C content of 0.18% for thickness ≤ 30mm if the products contain more than 0.02% Nb or 0.02% Ti or 0.03% V (ladle analysis) or 0.03% Nb or 0.04% Ti or 0.05% V (product analysis)(iii)

For thickness > 150mm, C = 0.23% maxTensile, yield strength and elongation values are for longitudinal test pieces. For plate, strip and wide

flats with widths 600mm transverse test pieces are applicableNot normally used for channel, angles and sectionsFor sections with a nominal thickness > 100mm the values shall be agreedThe average value of three test results shall meet the specified requirement. One value may be

below the minimum average value specified, provided it is not less than 70% of the value. V = V - notch, K = Keyhole notch (Charpy Test)

Values in parentheses are transverse values

Elongation values for thicknesses < 3mm are on gauge length L = 80mm, other values for o

thicknesses ≤ 3mm are on L = 5.65√S o o

The steel grades S235 (Fe 360A), S275 (Fe 430A) and S355 (Fe 510A) appear only in the English Language version (BS EN 10 025)

EN 10025 : 1993 : HOT ROLLED PRODUCTS OF NON ALLOY STRUCTURAL STEELS

Notes :

FU = rimming steel, FN = rimming steel not permitted, FF = fully killed steel, opt = at manufacturers optionIt is permissible to exceed the specified values provided that for each increase of 0.001% N the P content is reduced by 0.005%; the N of the ladle analysis shall not however exceed 0.012%The max value for N does not apply if the analysis shows a minimum total aluminium content of 0.020% or if sufficient other N binding elements are presentFor sections > 100mm thickness the C content by agreement


For thickness > 150mm, the C is 0.20% maxFor steels S355J0, S355J2G3, S355J2G4,S355K2G3 dan S355K2G4, the following additional requirements can be agreed at the time of enquiry and order:(i)

(ii)

(iii)For thickness > 150mm, C = 0.23% maxTensile, yield strength and elongation values are for longitudinal test pieces. For plate, strip and wide flats with widths 600mm transverse test pieces are applicableNot normally used for channel, angles and sectionsFor sections with a nominal thickness > 100mm the values shall be agreedThe average value of three test results shall meet the specified requirement. One value may be below the minimum average value specified, provided it is not less than 70% of the value. V = V - notch, K = Keyhole notch (Charpy Test)Values in parentheses are transverse values

Elongation values for thicknesses < 3mm are on gauge length L = 80mm, other values for o

thicknesses ≤ 3mm are on L = 5.65√S o o

The steel grades S235 (Fe 360A), S275 (Fe 430A) and S355 (Fe 510A) appear only in the English Language version (BS EN 10 025)

a max C content of 0.18% for thickness ≤ 30mm if the products contain more than 0.02% Nb or 0.02% Ti or 0.03% V (ladle analysis) or 0.03% Nb or 0.04% Ti or 0.05% V (product analysis)

FU = rimming steel, FN = rimming steel not permitted, FF = fully killed steel, opt = at manufacturers optionIt is permissible to exceed the specified values provided that for each increase of 0.001% N the P content is reduced by 0.005%; the N of the ladle analysis shall not however exceed 0.012%The max value for N does not apply if the analysis shows a minimum total aluminium content of 0.020% or if sufficient other N binding elements are presentFor sections > 100mm thickness the C content by agreement


For thickness > 150mm, the C is 0.20% maxFor steels S355J0, S355J2G3, S355J2G4,S355K2G3 dan S355K2G4, the following additional requirements can be agreed at the time of enquiry and order:the recording in the inspection documents of the Cr, Cu, Mo, Nb, Ni, Ti and V content

a max C content of 0.18% for thickness ≤ 30mm if the products contain more than 0.02% Nb or 0.02% Ti or 0.03% V (ladle analysis) or 0.03% Nb or 0.04% Ti or 0.05% V (product analysis)a carbon equivalent value, see standard for details

Symbols Used In EN 10025, EN 10155, EN 10210, EN 10219

Prefix to Grade No. -S = Structural SteelE = Engineering Steel

Grade No.

"235" "275" "355" "420" "460" = min Yield Stress in (N/mm2) @ t 16 mm

Suffix to Grade No. -JR = Longitudinal Charpy V-notch impacts 27J @ room temperatureJO =

≤

Longitudinal Charpy V-notch impacts 27J @ 0º CJ2 = Longitudinal Charpy V-notch impacts 27J @ -20º CK2 = Longitudinal Charpy V-notch impacts 47J @ -20º CL = Longitudinal Charpy V-notch impacts 27J @ -50º CG1 = Rimming steel (FU)G2 = Rimming steel not permitted (FN)G3 = Supply Condition "N", i.e. normalized or normalized rolledG4 = Supply Condition at the manufacturer's discretionN = Normalized or normalized rolled, at seller's discretion impact test at 40J @ -20º CW = Weather resistant steelP = High Phosphorus gradeH = Hollow sectionsM = Thermomechanical rolled

EN 10025 : 1993 : HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS


Grade

7)Corresponding EN10025 Grade

BS4360 Equivalent Grade

Chemical

Composition

%

%

maximum

≤ 16

≥ 16 ≤ 40

≥ 40 ≤ 63

≥ 63 ≤ 80

≥ 80 ≤ 100

≥ 3 ≤ 100

≥ 1.5 ≤ 2

≥ 2 ≤ 2.5

≥ 2.5 ≤ 3

≥ 3 ≤ 40

≥ 40 ≤ 63

≥ 63 ≤ 100

< 3

C

Si

Mn

P

S

Cr

Mo

Ni

1)Others

2) 5)Yield Stress

2)Tensile Strength

4)Elongation

KV

J

6)Impact

ReH

2N/mm

Rm, 2

N/mm

-

S235J0

0.13

0.40

0.40

0.65

0.20

0.040

0.040

Cu 0.25

N 0.009

~0.60

~0.80

~0.55

S235J0W

19 (17)

20 (18)

21 (19)

26 (24)

25 (23)

24 (22)

360/510

340/470

Temp. ºC

27

-

-

S235J2W

S235J2G3

S355J0WP S355J0W

S355J0

WR50B

S355J2G1W

S355J2G3

WR50A-

235

225

215

215

215

S355J2WP S355J2G2W

WR50C

S355K2G1W S355K2G2W

-

-

-

-

-

-

-

-

- WR50C

S355J2G4 S355K2G3 S355K2G4

- -

thickness (mm)

0

-20

0.40

0.040

0.035

0.13

0.20

~0.60

0.40

~0.80

-

0.65

Cu 0.25

N 0.009

~0.55

~1.25

~0.15

0.12

0.75

1.00

0.06

0.04

0.30

0.65

~0.55

Cu 0.25

N 0.009

Zr 0.15

~0.15

0.12

0.75

1.00

0.06

0.035

~1.25

0.30

-

0.65

~0.55

Cu 0.25

Zr 0.15

0.040

0.040

0.40

0.30

~0.80

0.50

0.16

0.50

~1.50

0.65

~0.55

Cu 0.25

Zr 0.15

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.50

0.16

0.50

~1.50

0.50

0.16

0.50

~1.50

0.50

0.16

0.50

~1.50

0.50

0.16

0.50

~1.50

0.40

0.30

~0.80

0.65

0.40

0.30

~0.80

0.65

0.40

0.30

~0.80

0.65

0.40

0.30

~0.80

0.65

Cu 0.25

Zr 0.15

Cu 0.25

Zr 0.15

Cu 0.25 Cu 0.25

~0.55 ~0.55 ~0.55 ~0.55

235

225

215

215

215

3)355

3)345

-

-

-

3)355

3)345

355

345

335

325

315

355

345

335

325

315

355

345

335

325

315

355

345

335

325

315

355

345

335

325

315

360/510

340/470

510/680

490/630

510/680

490/630

510/680

490/630

510/680

490/630

510/680

490/630

510/680

490/630

510/680

490/630

-

27

-

27-

27

-

27 -

27

-

27

-

40

-

40

19 (17)

20 (18)

21 (19)

26 (24)

25 (23)

24 (22)

16 (14)

17 (15)

18 (16)

22 (20)

-

-

16 (14)

17 (15)

18 (16)

22 (20)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

16 (14)

17 (15)

18 (16)

22 (20)

21 (19)

20 (18)

(Reference to all standards below shall be made to BS EN 10155)Notes :

1) See standard for details of other elements.

2) The vales apply to longitudinal test pieces, for products ≤ 600m transverse test pieces are applicable. 3) This value applies to shape, sections and bars.

4) Value in brackets are for transverse test. GL = 80mm for < 3mm thick and 5.65√So ≥ 3mm.

5) These values apply to longitudinal test. For plate, strip and wide flats with widths ≥ 600mm transverse test are applicable. 6) Impact test are not required for material < 6mm thick. See standard for further details concerning impact test, V = V - notch, K = Keyhole notch (Charpy Test) 7) Refer symbol used in page 7.

109

BS 4360 : Weldable Structural Steels - Section / Plates (other than hollow section) BS 4360 : Weldable Structural Steels - Section / Plates (other than hollow section)

(Properties minima unless stated)(Properties minima unless stated)

Grade

2N/mm 5)200mm 5.65√So

Energy

Chemical Composition

maximum

Nb

%

C Si Mn P & S V

Treat-

11)ment

Tensile

Strength

Rm

Yield

Stress

Re

2N/mm

El % on

Gauge Length

Size

Range

mm

12)Impact KCV

Test

Temp.

ºC J

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 25 ≤ 40

> 16 ≤ 25

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

1)50A

1)2)50B

1)2)50C

1)2)50D

1)2)50DD

1)2)3)50E

1)13)55C

(1986)

Sections/

include

flat/round/

flat/round/

square bars

square bars

only

(1986)

(1986)

(1986)

(1986)

(1990)

(1990)

0.23

3)0.20

3)0.20

4)0.18

4)0.18

4)0.18

[Flats/

0.22

0.20]

0.50

0.50

0.60

0.50

0.50

0.50

0.10

0.10

~0.50]

~0.50

1.60

1.60

1.50

1.50

1.50

1.50

1.50

0.050

0.050

0.050

0.040

0.040

0.040

0.040 0.030

0.030

0.030

0.030

0.030

0.030

0.030

~0.10

~0.10

~0.10

~0.10

~0.10

~0.10

~0.10

0.030

0.030

0.030

0.030

0.030

0.030

0.030

~0.20

~0.10

~0.10

~0.10

~0.10

~0.10

~0.10

AR

AR

AR

AR

AR

[Plates:

[Plates:

[Plates:

<12.5mm

<12.5mm

<12.5mm

R

R

R

[Plates:

[Plates:

AR or N]

AR or N]

AR or N

AR or N

[Flats/

Round/

Square

Bars:

8)15)490/640

8)15)490/640

8)15)490/640

8)15)490/640

8)15)490/640

10)490/640

550/700

14)305

14)305

14)305

14)305

14)305

325

325

325

325

325

325

415

340

340

340

340

340

340

430

345

345

345

345

345

345

450

355

355

355

355

355

355

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

18

17

17

17

14)18

14)18

14)18

14)18

14)18

-

20

0

0

-20

-30

-40

-

6)27

6)27

27

27

27

2720

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

19

19

19

20

20

20

20

20

14)20

14)20

14)20

14)20

14)20≥12.5mm

≥12.5mm

≥12.5mm

N]

N]

N]

N]

[Plates:

Round/

Square

Bars:

Notes :

It is permissible for the steels to be supplied with no niobium or vanadium. If no grain refining elements, or if grain refining elements other than aluminium, niobium or vanadium are used, the manufacturer shall inform the purchaser at the time of enquiry and order.If niobium and vanadium are used in combination, the combined total shall be less than 0.10% in the case of grades 50A, 50B, 50C, 50D and less than 0.15% in the case of grades 50E and 55C.It is permissible for the manufacturer to vary the carbon and manganese contents (ladle analysis) for grades 50B, 50C, 50D, 50DD and 50E on the basis of an increase of 0.06% manganese for each decrease of 0.01% carbon or vice versa up to a maximum manganese content of 0.22% for grades 50B and 50C and 0.20% for grades 50D, 50DD and 50E.For materials in grades 50B and 50C over 16mm thick a maximum carbon content of 0.22% for ladle is permitted.For material in grades 50D, 50DD and 50E over 16mm thick, a maximum carbon content of 0.20% for ladle is permitted.Up to and including 9mm thick, 16% for grades 40 and 43 and 15% for grades 50 and 55.Verification of the specified impact value is by agreement only.

2Minimum yield strength 230 N/mm for material up to and including 19mm thick.Minimum tensile strength 480 N/

2mm for material over 63mm thick (63mm up to and including 100mm for plates).

To maximum thickness of 19mm.2

Minimum tensile strength of 480 N/mm for materials over 16mm up to 100mm thick.“AR” - as rolled, “N” - normalized.Maximum thickness for plate is 100mm, KCV = Charpy V Notch.

2For Plates : Minimum tensile strength 410 N/mm for material over 100mm thick.Apply to Plates only.

2For Plates : Minimum tensile strength 460 N/mm for material over 63mm up to and including 100mm.

1)

2)

3) 4) 5) 6)

7)

8) 9)

10)11)12)

13)14)

15)

2m

2m

2m

2m

2m

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

≤ 16

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 16 ≤ 40

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 63

> 40 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

> 63 ≤ 100

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

14)≥ 100 ≤ 150

40A

43A

40B

43B

40C

30C

40D

43D

40DD

43DD

(1986)

(1986)

(1986)

(1986)

(1986)

(1986)

(1986)

(1986)

(1990)

(1990)

Section

Section

only

only

0.22

0.20

0.18

0.18

0.18

0.16

0.16

0.16

0.25

0.21

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.50

0.10

0.10

~0.50

~0.50

1.60

1.60

1.50

1.50

1.50

1.50

1.50

1.50

1.50

1.50

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.040

0.040

[Plates:

[Plates:

[Plates:

[Plates:

0.040]

0.040]

0.040]

0.040]

[Plates:

0.030

~0.10]

[Plates:

0.030

~0.10]

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

AR

AR

AR

AR

AR

AR

AR

AR

[Plates:

[Plates:

AR or N]

AR or N]

AR or N

AR or N 13)430/580

13)430/580

13)430/580

13)430/580

13)430/580

340/500

340/500

340/500

340/500

340/500

14)185

14)185

14)185

14)205

14)225

14)225

14)225

14)225

205

205

210

215

215

215

260

245

245

245

245

245

245

240

215

225

225

225

225

275

275

275

275

275

265

265

265

265

265

255

255

255

255

255

7)225

235

235

235

235

22

22

22

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

14)22

14)22

14)22

14)20

14)20

14)20

14)20

14)22

22

25

25

25

25

25

25

25

25

25

25

25

25

25

25

25

25

25

25

25

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

22

14)22

14)25

14)25

14)25

14)25

14)22

14)22

14)22

14)22

-

-

20

20

0

0

-20

-20

-30

-30

-

-

6)27

6)27

27

27

27

27

27

27

Grade Energy


maximum

Nb

%

C Si Mn P & S V

Treat-

11)ment

Tensile

Strength

Rm

Yield

Stress

Re

El % on

Gauge Length

Size

Range

mm

12)Impact KCV

Test

Temp.

ºC J2N/mm 2N/mm 5)200mm 5.65√So

General Structural Steels Din 17100 - EN 10025


1211

Structural Steel Sections AS/NZS 3679.1 (including BHP-300PLUS) : 1996



Grade

St 33

0.17

0.17

0.17

0.17

0.21

0.20

0.20

St 37-2

St 37-3

St 44-2

St 44-3

St 50-2

St 60-2

St 70-2

3)St 52-3

USt 37-2

RSt 37-2

Mechanical Properties

Tensile

Strength

Upper yield stress

(transverse)

(transverse)

(a specimen)

Elongation Bending 5)Impact test

ISO-V longitudinal

test (180º)(transverse)

(L = 5 d )o o

Added

Nitrogen

binding

elements

(e.g. min.

0.02%

AI total)

(transv.)

thickness

≥ 3

≤100

thickness thickness thickness

mandrel

diameter

thickness

< 3 ≤16 ≤40≤63 ≤80 ≤100

>16 >40 >63 >80

≤40≤63 ≤100

≥ 3 >40 >63

≤63 ≤100

≥ 3 >63 Treatec

4)state

Test

Temp ≤16 ≤100≤63

≥10 >63>16

2N/mm 2N/mm % ºC J

P S 2)N

(Maximum)

C

thickness

t (mm) t (mm) t (mm) t (mm) t (mm) t (mm)

≤100≤63≤40≤16 ≤30

>16 >40 >63>30

Treat-

1)ment

-

-

-

-

-

-

-

-

-

-

-

-

-

-

- - - - - - -

-

-

-

U

R

R

R

R

R

RR

RR

RR

0.20

0.20

0.20

0.20

0.20

0.20

0.20

0.20

0.20

0.20

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.040

0.040

0.040

0.050

0.050

0.050

0.050

0.050

0.050

0.050

0.040

0.040

0.040

0.009

0.007

0.009

0.009

0.009

0.009

0.009

0.17 0.17

0.17 0.17 0.17 0.17

0.21 0.21 0.22

0.22

0.22

0.22

0.20 0.20 0.20 0.20

-

-

-

-

-

-

-

-

-

-

-

-

0.20 0.22

yes

yes

yes

310

360

360

360

360

430

430

490

510

590

690

to

to

to

to

to

to

to

to

to

to

to

540

510

510

510

510

580

580

660

680

770

900

290

340

340

340

340

410

410

470

490

570

670

to

to

to

to

to

to

to

to

to

to

470

470

470

470

540

540

610

630

710

830

185 175

( 25)≤

- - -

235

235

235

235

275

275

295

355

335

365

225

225

225

225

265

265

285

345

325

355

215

215

215

215

255

255

275

335

315

345

205

205

195

195

215

215

245

245

265

325

305

335

215

215

235

235

255

315

295

325

16 - -

24

24

24

24

20

20

18

20

14

10

23

23

23

23

19

19

17

19

13

9

22

22

22

18

18

16

18

12

8

3.5 t

2 t

2 t

1.5 t

1.5 t

3 t

3 t

3 t

-

2.5 t

2.5 t

2 t

2 t

3.5 t

3.5 t

3.5 t

-

-

-

-

-

-

U, N

U, N

U, N

U, N

U, N

U, N

U, N

U, N

U

U

U

N

N

N

-

+20

+20

+20

+20

±0

±0

±0

-20

-20

-20

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

27

27

27

27

27

27

27

27

27

27

27

27

27

27

27

27

27

27

23

23

23

23

23

23

Notes :

1) "U" - rimmed, "R" - killed (including semi-killed), "RR" - specially killed 2) The maximum value may be exceeded if a phosphorus content 0.005% P below the stated maximum value is maintained per 0.001% N. The nitrogen content must however not exceed a value of 0.12% N in the ladle analysis 3) The content must not exceed 0.55% Si and 1.60% Mn in the ladle analysis and 0.60% Si and 1.7% Mn in the product analysis 4) "U" - hot worked, untreated, "N" - normalized 5) The test result shall be the mean value from three tests. Only one single value may be below the minimum mean value of 23 J or 27 J, and then only by a maximum of 30%


maximum


Charpy Impact Test

(for thickness > 8mm)

Test

Temp

ºC

Absorbed Energy

J

Size of

Test

Average

of 3 Tests Test

Piece

2mm

Individual

Elongation

8)9)

Tensile

Strength

%MPa

Yield Stress

MPa

thickness t (mm)

12 > t > 40

250

250

t ≤12 t ≥ 40

t ≥ 40

260

260

320

320

360

360

t < 11

230

230

11 ≤ t ≤17 17 < t < 40

300

300

340

340

280

280

340

340

280

280

330

330

440

440

480

480

22

22

20

20

-

-

-

-

-

27

27

27

22

22

22

18

18

18

-

-

-

20

20

20

16

16

16

13

13

13

-

-

-

10 x 10

10 x 10

10 x 10

10 x 7.5

10 x 7.5

10 x 7.5

10 x 5

10 x 5

10 x 5

-

0

0

0

410

410

22

22

Grade C Si Mn P S 2)CE

AS/NZS 3679. 1-250

AS/NZS 3679. 1-350

AS/NZS 3679. 1-350L0

AS/NZS 3679. 1-250L0

10)BHP-300 PLUS

10)BHP-300 PLUSL0

0.25

0.25

0.25

0.22

0.22

0.20

0.40

0.40

0.50

0.50

0.50

0.50

-

1.50

1.60

1.60

1.60

1.60

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.43

0.42

0.44

0.44

0.45

0.45

Notes :

1)

2)

3)

4)

5)

6)

7)

8) 9)10)

√So

S iso

Grain refining elements, i.e. aluminium and titanium may be added, provided that the total content does not exceed 0.15%Carbon Equivalent (CE) is calculated from the equation:

The following elements may be present to the limits stated, subject to a total content of 1.00%

For Grades BHP-300PLUS and 300PLUSL0 the following are not considered as micro alloying elements

Except for sections and bars as in Note 6, micro-alloying elements are not permitted in grades BHP-300PLUS and 300PLUSL0For sections and bars 15mm and over in grades BHP-300 PLUS and 300PLUSL0, the following apply:a) The maximum combined micro-alloying elements content is 0.15%b) Where micro-alloying elements are used, the percentage of each element is to be shown on certificatesFor grades 350 and 350L0, micro-alloying elements niobium, vanadium and titanium may be added, provided that their total combined content does not exceed 0.15%

Gauge length = 5.65√So

S is the cross-sectional area of the test piece before testingo

BHP grade 300PLUS™ has replaced AS 3679.1-250 as the base grade for BHP Steel section300PLUS™ is a trademark of the Broken Hill Proprietary Co. Ltd

a) Niobiumb) Vanadiumc) Titaniumd) Niobium plus Vanadium

a) Copperb) Nickelc) Chromiumd) Molybdenum

0.010% max0.030% max0.040% max0.030% max

0.50%0.50%0.30%0.10%

+

+

+

CE

Mn

6

Cr + Mo + V

5

Ni + Cu

15

C

=

1413

Structural Steel Sections AS/NZS 3678 : 1996


Notes :

1)

2) 3)

4) 5)

6)

7)

8)

5.65√So

So

9)10)

The following elements may be present to the limits stated, subject to a total content of 1.00%:a) Cooperb) Nickelc) Chromiumd) MolybdenumLimits specified are for acid soluble or total AluminiumCarbon Equivalent (CE) is calculated from the equation:

N.A. Indicated material is not available in these thicknessesFor AS/NZS 3678 grades 200, 250 and 250L15:Niobium: 0.010% maximumNiobium + Vanadium: 0.030% maximumFor AS/NZS 3678 grades 350, 350L15, WR350 and WR350L0:Vanadium : 0.10% maximumNiobium + Vanadium + Titanium = 0.15% maximum

Gauge length = 5.65√So

S is the cross-sectional area of the test piece before testingo

Elongation need not be determined for floorplateFor grade 250, the minimum tensile strength requirement does not apply to materia under 6mm thick


maximum (minimum)


Charpy Impact Test

(for thickness > 8mm)

Test

Temp

ºC

Absorbed Energy

J

Size of

Test

Average

of 3 Tests Test

Piece

2mm

Individual

Elonga-

tion

7) 8) 9)

Tensile

Strength

%MPa

Yield Stress

MPa

thickness t (mm)

≤ 8

≤ 12

450

450

450

450

20

20

20

20

-

-

-

-

-

-

-

27

27

27

22

22

22

18

18

18

-

-

-

-

20

20

20

16

16

16

13

13

13

-

-

-

-

10 x 10

10 x 10

10 x 10

10 x 7.5

10 x 7.5

10 x 7.5

10 x 5

10 x 5

10 x 5

-

-15

-15

0

300

410

410

24

22

22

Grade C Si Mn P S 3)CE

200

250

250L15

350L15

WR350

350

WR350L0

0.15

0.22

0.22

0.22

0.22

0.14

0.14

0.35

0.55

0.55

0.55

0.55

0.15

0.15

~0.75

~0.75

1)

1)

1)

1)

1)

≤ 20 ≤ 50 ≤ 80 ≤150

> 8> 12 > 20 > 50 > 80

Ti2)AiCuNiCr

0.6

1.7

1.7

1.7

1.7

1.7

1.7

0.030

0.035

0.035

0.035

0.035

0.035

0.035

0.03

0.04

0.04

0.04

0.04

0.055

~0.16

~0.16

0.055

1)

1)

1)

1)

1)

1)

1)

1)

1)

1)

0.35

0.35

~1.05

~1.05

0.55

0.55

0.15

0.15

~0.50

~0.50

0.10

0.10

0.10

0.10

0.10

0.10

0.10

0.04

0.04

0.04

0.04

0.04

0.04

0.04

0.25

0.44

0.44

0.48

0.48

-

-

200

280

280

360

360

200 N.A N.A N.A

N.A

N.A

N.A

N.A

N.A

260

260

360

360

250

250

350

350

250

250

340

340

340

340

240

240

340

340

230

230

330

330

340

340

340

340

340

340

JIS G3101 : 1995 Rolled Steels for General Structure



maximum

P SC Mn

Yield Stress

Thickness t (mm)

16 < t ≤ 40

2N/mm

2N/mmt > 40t ≤ 16

GradeSteel

Product

Tensile

strength Thickness t

mm

Test

Piece

Elongation

%

Bendability

Bending

Angle

Inside

Radius

0.5t

1.5t

2.0t

0.5t

1.5t

2.0t

(thick-

(thick-

(thick-

(diame-

(diame-

(diame-

ness)

ness)

ness)

ter)

ter)

ter)

Test

Piece

180º

180º

180º

180º

180º

180º

No. 1

No. 1

No. 1

No. 2

No. 2

No. 2

No. 5

No. 5

No. 5

No. 1A

No. 1A

No. 1A

No. 1A

No. 1A

No. 1A

No. 4

No. 4

No. 4

No. 2

No. 2

No. 2

No. 3

No. 3

No. 3

26

21

21

21

23

20

24

19

15

21

21

18

19

17

26

28

25

30

Steel plates and sheets,












coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

coils and flats.

t 5≤

t 5≤

t 5≤

5 < t 16≤

5 < t 16≤

5 < t 16≤

16 < t 50≤

16 < t 50≤

16 < t 50≤

Steel bars t 25 in≤






diameter, side or

diameter, side or

diameter, side or

diameter, side or

diameter, side or

diameter, side or

distance across flats






t > 40

t > 40

t > 40

330

400

490

to

to

to

430

510

610

175

215

255

195

235

275

205

245

285

0.05

0.05

0.05

0.05

0.05

0.05

-

-

-

-

-

-

SS 330

SS 400

SS 490

(SS 34)

(SS 41)

(SS 50)

Steel

Steel

Steel

plates

plates

plates

and

and

and

sheets,

sheets,

sheets,

coils,

coils,

coils,

sections,

sections,

flat and

flat and

flat and

bars

bars

bars


JIS G3106 : 1995 - Rolled Steels for Welded Structure

1615


(maxima unless stated)

P SC Mn≤ 100

≤ 200

Tensile2

N/mm

Test

Piece

No.

Elongation %

Thickness2)t

mm

Charpy

Energy, J

at Test

Temp.

(for t > 12

only)

Thickness2)t mm

100 < t≤ 16

t ≤ 16

t ≤ 16

t ≤ 16

t ≤ 16

t ≤ 100

t ≤ 100

t ≤ 100

t ≤ 100

t ≤ 100

t ≤ 100

t ≤ 100

≤ 40

16 < t

≤ 75

40 < t

≤ 100

75 < t

≤ 160

100 < t

≤ 200

50 < t ≤ 200

50 < t ≤ 200

50 < t ≤ 200

50 < t ≤ 200

160 < t

Yield Stress2

N/mm

Thickness 2)t mm

Si

Thickness

t

mm

Applicable

Products

Grade

SM400A

SM400B

SM490A

SM490C

SM490YA

SM490YB

SM520B

SM520C

SM570

(SM50YA)

(SM50YB)

(SM53B)

SM490B

SM400C

(SM 41A)

(SM 41B)

(SM 50A)

(SM 50B)

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

Steel plate,

coil, section

coil, section

coil, section

coil, section

coil, section

coil, section

coil, and

coil, and

coil, and

coil, and

and flat

and flat

and flat

and flat

and flat

and flat

section

section

section

section

0.23

0.20

0.20

0.20

0.20

0.20

0.20

0.20

0.18

0.25

0.22

0.22

0.18

0.18

0.18

-

-

2.5 x C

2.5 x C

0.60 to

0.60 to

1)min.

1)min.

140

1.40

1.40

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.60

1.60

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.035

0.35

0.35

0.35

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

0.55

245

245

245

245

245

325

325

325

325

325

365

365

365

365

460

235

235

235

235

235

315

315

315

315

315

355

355

355

355

450

215

215

215

215

215

215

215

215

215

215

205

205

205

205

-

-

-

-

-

-

-

195

195

195

195

-

-

-

-

-

-

-

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 5

t ≤ 16

t > 16

t > 20

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

5 < t ≤ 16

t > 40

t > 40

t > 40

t > 40

t > 40

t > 40

t > 40

t > 40

t > 40

5

5

5

5

5

5

5

5

5

5

5

5

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

4

4

4

4

4

4

4

4

4

to

to

to

to

490

490

520

570

610

610

640

720

to

400

510

23

23

23

23

23

23

18

18

18

22

22

22

22

22

22

19

19

19

19

26

20

21

21

21

21

21

21

17

17

17

15

15

15

15

15

15

24

24

24

-

-

-

27

27

27

27 at

47

47

47

47

at

at

at

at

at

at

at

0ºC

0ºC

0ºC

0ºC

0ºC

0ºC

-5ºC

0ºC

295

295

295

295

295

335

335

335

335

430

295

295

295

295

295

325

325

325

325

420

285

285

285

285

275

275

275

275

to

490

610

-

-

-

-

Test

Pie

ce N

o.

4 in

Rolli

ng D

irect

ion

Remarks :

1)

2) 3)

4)

5)

6) 7)

8)

1) 2)

The steel plate of 150mm and under in thickness of SM520B, SM520C and SM570 may be produced as agreed upon between the purchaser and supplier.Alloying elements other than those given in table may be added as necessary.The chemical composition of the steel plate of SM520B, SM520C and SM570 of over 100mm up to and including 150mm in thickness shall be agreed upon between the purchaser and supplier.

Carbon equivalent (%) CEV = C

Chemical compostion on sensitivity of welding crack (%)

Table does not apply to both ends of steel coils.For the elongation of No.4 test piece of the steel products over 100mm in thickness, 1% is subtracted from the value of elongation given in table per each increase of 25mm in thickness or its fraction. However, the limit to be subtracted shall be 3%.The yield point or proof stress, tensile strength and elongation of the steel plate of over 100mm up to and including 150mm in thickness of SM520B, SM520C and SM570 shall be as agreed upon between the purchaser and supplier.The value of carbon herein is the actual cast analysis value.As to the term "thickness t mm" for section, it means the thickness at the position where the test piece(s) is taken.

Notes :

+Mn6

+Si24

Ni40

+ +Cr5

+Mo4

V14

+50 t CEV = 0.04 max. ≤ 50 ≤ t ≤ 100 CEV = 0.47 max.t > 100 CEV = To be agreed

CSW = CSi30

+Mn20

+ +Cu20

+Ni60

Cr20

+Mo20

V10

5B+ + +50 t CSW = 0.28 max. ≤ 50 ≤ t ≤ 100 CSW = 0.30 max.t > 100 CSW = To be agreed



maximum

P SC Mn

Yield Stress

Thickness t (mm)

16 < t ≤ 40

2N/mm

2N/mmt > 40t ≤ 16

GradeSteel

Product

Tensile

strength Thickness t

mm

Test

Piece

Elongation

%

Bendability

Bending

Angle

Inside

Radius

2.0t

2.0t

(thick-

(diame-

ness)

ter)

Test

Piece

180º

180º

No. 1

No. 2

No. 5

No. 1A

No. 1A

No. 2

No. 3

16

13

17

13

17




Steel bars t 25 in ≤

Steel bars t 25 in ≤

coils, flats and sections



diameter, side or

diameter, side or

t 5≤

5 < t 16≤

16 < t 40≤



540-3904000.040.041.600.30SS 540

(SS 55)

Steel plates

and sheets,

coils,

sections and

flat 40 mm

or under in

thickness

and steel

bars 40 mm

or under in

diameter,

side length

or distance

across

flats Remarks :

(Reference to all tables below shall be made to JIS Handbook, Ferrous Materials & Metallurgy II, 1998)

1)2)3)4)

5)

6)

2mm

Steel bars include bar-in-coils.Alloying elements other than those given in table may be added as necessary.The values given in Table 3 shall not be applied to the both ends of the steel coil.The yield point or yield strength for the product SS330, SS400 and SS490 over 100 mm in thickness, diameter, side

2 2length or distance across flats shall be 165 N/mm or over and 245 N/mm , respectively.For the elongation of No. 4 test piece for steel plates over 90 mm in thickness, it shall be subtracted 1% from the values of elongation given in Table 3 per each increase of 25.0 mm or its fraction in thickness. However, the limit to be subtracted shall be 3%.No. 3 test piece may be used for the bend test for steel product 5 mm or under in thickness.


Grade


maximum

SPHC

SPHD

SPHE

C

Tensile1)

Elongation % Tensile1)

Bendability

Quality

Comercial

Drawing

Deep Drawing

Thickness

mm

t

1)Strength

2N/mm

thickness t (mm) Test

Piece

No. 5

In rolling

direction

Bending

Angle

Inside Radius

thickness t (mm)

Test

PieceMn P S 1.2 ≤ t

1.2 ≤ t ≤ 14

1.2 ≤ t ≤ 14

1.2 ≤ t ≤ 6

< 1.6

1.6 ≤ t 2.0 ≤ t 2.5 ≤ t 3.2 ≤ t 4.0 ≤ t

≤ 3.2< 2.0 < 2.5 < 3.2 < 4.0 > 3.2

0.15

0.10

0.10

0.60

0.50

0.50

0.050

0.040

0.030

0.050

0.040

0.035

270

270

270

27

30

29 29 29 31 31

31

32 33

33

35

35

37

37

39

4139

180º

-

-

Flat on

it self

0.5t

-

-

-

-

No. 3

In rolling

direction

JIS G3131 : 1996 - Hot Rolled Mild Steel Sheet and Strips

Notes :

1) The values specified for tensile strength, elongation and bendability shall not be applied to the irregular portions of both ends of the steel coil.

JIS G3141 : 1996 - Cold-Reduced Carbon Steel Sheets and Strips(Properties minima unless stated)

Grade Elongation % (minimum)

SPCC

SPCC

SPCC

Tensile Remarks Bendability2)Tensile

Strength

(min.)

Bending

Angle

Inside

Radius

Test

Piece0.25 ≤ t

< 0.40

1)(270)

270

270

Dull

Bright

Finish

Finish

A matt finish produced

with a roll roughened its

surface mechanically or

chemically

A smooth finish produced

with a roll finished its

surface smoothly

180º

-

Flat on

it self

0.5 t

1.0 t

-

2N/mm

0.40 ≤ t

< 0.60

0.60 ≤ t

< 1.0

1.0 ≤ t

< 1.6

1.6 ≤ t

< 2.5

2.5 ≤ t

thickness t (mm) Test

Piece

No. 5

in

rolling

direction

Surface

Finish

& Symbol

Temper

Grade

& Symbol

Hardness

HRB HV

34

36

36

38

38 39 40

4240

41

4341

1)(32) 1)(34) 1)(36) 1)(37) 1)(38) 1)(39) D

C

A

S

8

4

2

1

As-annealed

Standard temper

grade

1/8 hard

1/4 hard

1/2 hard

full hard

No. 3

in

rolling

direction

- -

50 to 71

65 to 80

74 to 89

85 min.

95 to 130

115 to 150

135 to 185

170 min. Notes :

1) The tensile test value is not applicable to SPCC. When (SPCCT) is specified, values in parentheses shall be applied.2) For those less than 0.60 mm in thickness, the tensile test is omitted.3) When the steels sheet and coil of standard tempered grade in quality SPCE are specified non-aging property (SPCEN) guaranteed for 6 months after shipment from the manufacturer's factory.

(Properties minima unless stated) (Properties minima unless stated)HOT-rolled sheet coils

JIS G3302 Hot-Dip Zinc-Coated Steel Sheets and Coils(Normal Spangle - R, Minimized Spangle - Z)

JIS G3136 : 1994 - Rolled Steels for Building Structure

1817


(Maximum)

C Mn

Test Piece No.

Elongation %

1)Thickness

t mm

Charpy

Energy

J

at 0ºC

(for

t > 12

only)

(Maximum)

≤ 16

6 ≤ t

≤ 50

16 < t 40 < t

≤ 100

12 < t

Yield Ratio %

2N/mm

SGrade

SN 400 A

SN 400 B

SN 490 B

SN 490 C

SN 400 C

1A 1A 41)

Thickness

t mm

40 < t16 < t= 166 ≤ t

≤ 100≤ 40

≤ 40

< 16< 12

2Te

nsi

le S

tre

ng

th N

/mm

Yield Stress

1)Thickness

t mm

40 < t

≤ 100

16 < t

≤ 40

40 ≤ t = 1612 < t

< 16

6 ≤ t

< 12

Thickness

t mm

4)CEV

≤ 100

PSi

Thickness

t

mm

6 < t ≤ 100

6 < t ≤ 50

6 < t ≤ 50

16 < t ≤ 50

16 < t ≤ 50

50 < t ≤ 100

50 < t ≤ 100

50 < t ≤ 100

50 < t ≤ 100

5)CSW =0.26

5)CSW =0.29

5)CSW =0.29

5)CSW =0.26

5)CSW =0.26

5)CSW =0.29

5)CSW =0.29

5)CSW =0.26

0.24

0.20

0.20

0.18

0.18

0.20

0.20

0.22

0.22

- - 0.05

0.03

0.03

0.03

0.03

0.02

0.02

0.02

0.02

0.05

0.015

0.015

0.015

0.015

0.008

0.008

0.008

0.008

- - 235

235

235

325

325

N.A.

N.A.

N.A.

N.A.

0.35

0.35

0.35

0.35

0.55

0.55

0.55

0.55

0.6

0.6

0.6

0.6

to

to

to

to

1.4

1.4

1.4

1.4

1.6

1.6

1.6

1.6

0.36

0.36

0.36

0.36

0.44

0.44

0.44

0.44

0.36

0.36

0.36

0.36

0.46

0.46

0.46

0.46

235 235 235

235

235

235

235

325

325

325

325

to

to

to

to

to

to

to

to

355

355

355

355

445

445

445

445

215

215

215

215

215

295

295

295

295

to

to

to

to

to

to

to

to

335

335

335

335

415

415

415

415

to

to

to

to

to

to

to

to

355

355

355

355

445

445

445

445

to

to

355

355

2)235

2)235

2)235

2)235

2)325

2)325

2)325

2)325

2)235

2)235

N.A.

N.A.

2)325

2)325

to

to

445

445

N.A.

N.A.

400

400

to

to

510

510

-

-

-

-

-

- - - - 17

17

17

17

17

21

21

21

21

21

23

23

23

23

23

-

3)80

3)80

3)80

3)80

3)80

3)80

3)80

3)80

3)80

3)80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

18

18

18

18

22

22

22

22

24

24

24

24

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

27

(Test

Pie

ce N

o.

4 in

Rolli

ng D

irect

ion)

Notes :

1)

2) 3)

4) (Reference to all tables below shall be made to JIS Handbook, Ferrous Materials & Metallurgy II, 1998) Notes : 1)

2)

3)

4)

5)

t2

t2

t2

t1

When the steels plate and flat are subjected to ultrasonic test by agreement between the purchaser and suppliers, the symbol "-UT" shall be suffixed to the symbol of grade given in table for designation of those steel products.Example: SN 400B-UT, SN 490-UTAlloying elements other than those given in table may be added as necessary.The chemical compositions other than those given in table which are involved in the formula for calculation of the carbon equivalent or the chemical composition on sensitivity of welding crack shall be determined by cast analysis.N.A. = Not Applicable.

In the case of steel section, its thickness shall be as given in the following(i) For the H section, the dimension t in Table 12 shall be applied2

(ii) For the angle, bulb flat and T sections, the dimension t or t in Table 11 shall be applied2

(iii) For the I section and channel, the dimension t in Table 11 shall be applied1

For the H section, when the thickness t given in Table 12 is 9mm or less, the upper limit of the yield point or proof 1

stress shall not be applied.For the H section, when the thickness t given in Table 12 is 9mm or less, the upper limit of the yield ratio shall be 85%1

Carbon equivalent (CEV) % =

Chemical composition on sensitivity of welding crack %

C +Mn6

Si24

Ni40

Cr5

Mo4

V14

+ + + + +

C +Mn20

Cu20

Ni60

Cr20

Mo15

V10

+ + + + + + 5BSi30

+=CSW

Elongation

%

(minimum)

Yield

Stress2

N/mm

245

295

335

365

400

Symbol

of Grade

SGHC

SGH340

SGH400

SGH440

SGH490

SGH540

Bendability (Bending Angle 180º)

t < 1.6

Z27 or

less

1

1

2

3

3

3

Z27 or Z27 or

1.6 ≤ t < 3.0

Thickness

Nominal Quality t ≥ 3.0

Z35 Z35 Z35Z45,

Z60

Z45, Z45,

Tensile

Strength2

N/mm

Test

Piece

1.60 < t < 6.0

1.60 < t < 6.0

1.60 < t < 6.0

1.60 < t < 6.0

1.60 < t < 6.0

1.60 < t < 6.0

Comercial

Structural

Structural

Structural

Structural

Structural

less lessZ60 Z60

1

1

1

1

2

2

2

1

2

2

2

2

2

2

2

3

32

3

3

3

2

3

3

3

2

3

3

3

2

3

3

3

2

3

3

3

3

3

3

3

3

3

3

3

3

3

3

-

340

400

440

490

540

- -

20

18

16

No. 5

in

rolling

direction

Coating Mass Constant for Mass Calculation

2 2Mass = ( Thickness x 7.85 kg/mm/m + Coating Mass Constant ) x Size ( m )

Coating Mass Symbol

Coating Mass Constant

Z06

0.090

Z08

0.120

Z10

0.150

Z12

0.183

Z18

0.244

Z20

0.285

Z22

0.381

Z25

0.458

Z27

0.565

Z35

0.722

Z45

0.060

Z60

0.090

F08 F10F06

0.150

F04

0.120

F12 F18

0.305 0.305


Elongation % (minimum)

Nominal Thickness (mm)Yield

Stress2N/mm

Symbol

of Grade

SGCC

SGCH

SGCD1

SGCD2

SGCD3

SGC340

SGC400

SGC440

SGC490

SGC570

Bendability (Bending Angle 180º)

t < 1.6

Z27 or

less

1

1

2

3

1

0

0

Z27 or Z27 or

1.6 ≤ t < 3.0

Thickness

Nominal Quality t ≥ 3.0

≥ 0.25

< 0.40

Z35 Z35 Z35Z45,

Z60

Z45, Z45,

Tensile

Strength2N/mm

Test

Piece

0.25 < t < 3.2

0.11 < t < 1.0

0.40 < t < 2.3

0.40 < t < 2.3

0.60 < t < 2.3

0.25 < t < 3.2

0.25 < t < 3.2

0.25 < t < 3.2

0.25 < t < 2.0

Comercial

Comercial

Drawing

Drawing

Drawing

Structural

Structural

Structural

Structural

hard class

Class 1

Class 2

Class 3

less lessZ60 Z60

1

1

2

3

1

1

2

3

1

0

0

2

2

2

3

2

1

2

3

2

2

2

3

2

2

3

3

2

2

3

3

2

3

3

3

-

-

-

37

39

41

No. 5

in

rolling

direction

COLD-reduced sheet coils

≥ 0.40 ≥ 0.60 ≥ 1.0 ≥ 1.6 ≥ 2.5

< 0.60 < 1.0 < 1.6 < 2.5

-

-

-

38

40

42

-

-

-

-

-

-

-

-

270

270

270

340

400

440

490

570

-

-

-

-

-

245

295

335

365

560

-

-

-

36

38

40

-

-

-

34

36

38

-

-

-

-

-

-

20

18

18

16

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

-

-

-

20 20 20 20 20

18

18

18

18

18

18

18

18

18

18

16 16 16 16 16

-- Remarks : 1. For nominal thickness less than 0.25mm, tension test shall, as a rule, not be conducted

Minimum Total Amount of Coating Mass on Both Surface of Equally Coated Sheet & CoilsType of Type of Type of

Coating Coating Coating

Symbol of Symbol of Symbol of

coating mass on coating mass on coating mass on

both surface

1)(Z06) Z221)(F04)

1)(F18)

Z08 Z25 F06

Z10 Z27 F08

Z12 Z35 F10

Z18 Z45 F12

Z20 Z60

both surface both surface

Average coating Average coating Average coating

mass in triple-spot mass in triple-spot mass in triple-spot

test on both surfaces test on both surfaces test on both surfaces

Min. coating mass Min. coating mass Min. coating mass

at a single spot at a single spot at a single spot

on both surfaces on both surfaces on both surfaces

80 250 60

1)(60) 2201)(40)

1)(180)

100 275 80

120 350 100

180 450 120

200 600170 510

153 383 102

102 298 85

85 234 68

68 213 51

1)(51) 1)(34)

1)(153)

Non-a

lloye

d

Non-a

lloye

d

Allo

yed

187

Notes : 1) Symbol and values in parentheses may be applied by agreement between the purchaser and manufacturer

Remarks :1.2.

3.

4.5.

Coating mass symbol Z35, Z45, Z60, F10, F12, and F18 are not applicable to Drawing quality, classes 1, 2 and 3.The average coating mass in the triple-spot test on both surfaces shall be the average of measured coating masses of three test pieces cut from the test speciment.The minimum coating mass at a single spot on both surfaces shall be the smallest of the measured coating masses of three test pieces cut from the test speciment.The maximum coating mass on both surfaces may be agreed upon between the purchaser and manufacturerNon-alloyed coating shall be unoiled (symbol 'X'), alloyed coating shall be oiled (symbol 'O')

GB700 - 88 : Standard of Carbon Structural Steel, China


%

(Maximum)

0.06

0.09

0.09

0.14

0.18

0.12

0.18

0.28

0.12

0.15

0.15

0.22

0.282

0.20

0.282

0.382

Elongation %

(minimum)

Charpy V-Notch

Impact Test

Absorption

Energy

JºC

2N/mm

2N/mm

Grade

Q195

Q195

40 < t 40 < t16 < t 16 < tt ≤ 6 t ≤ 6

≤ 40 ≤ 40

Yield Stress

≤ 100 ≤ 100

Thickness t (mm)

C Mn SPSi

Tensile

Strength

60 < t 60 < t100 < t 100 < t150 < t 150 < t

≤ 60 ≤ 60≤ 150 ≤ 150

Thickness t (mm) Test

Temp.

-

-

A

A

A

C

B

B

B

D

to

to

to

to

to

0.18

to

to

to

0.17

0.25

0.25

0.25

0.30

0.40

0.35

0.35

0.30

0.40

0.50

0.50

0.55

0.55

0.65

0.70

0.80

0.80

0.70

0.70

0.80

to

to

to

to

to

to

to

to

to

to

0.30

0.30

0.30

0.03

0.03

0.30

0.30

0.30

0.35

0.30

0.050

0.050

0.045

0.050

0.050

0.040

0.045

0.045

0.050

0.035

0.045

0.045

0.045

0.045

0.045

0.040

0.045

0.045

0.045

0.035

Q215

Q235

Q255

195

215

215

235

235

235

235

255

255

275

185

205

205

225

225

225

225

245

245

265

- - - -

315

335

335

375

375

375

375

410

410

490

390

410

410

460

460

460

460

510

510

610

to

to

to

to

to

to

to

to

to

to

33

31

31

26

26

26

26

24

24

20

32

30

30

25

25

25

25

23

23

19

-

29

29

24

24

24

24

22

22

18

-

28

28

23

23

23

23

21

21

17

-

27

27

22

22

22

22

20

20

16

-

26

26

21

21

21

21

19

19

15

-

-

20

20

0

-20

20

-

-

-

-

-

27

27

27

27

27

-

-

-

195

195

215

215

215

215

235

235

255

185

185

205

205

205

205

225

225

245

175

175

195

195

195

195

215

215

235

165

165

185

185

185

185

205

205

225

2019

WIDE FLANGE BEAMS in accordance with ASTM A6/A6MSupplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679

Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

498.6

431.6

389.9

342.3

424.1

369.1

333.4

294.7

488.1

443.5

398.8

363.1

328.9

285.7

974.8

882.5

790.3

714.4

648.9

590.8

538.7

482.2

442.0

412.2

37036

320.0

296.2

259.0

534.3

486.7

437.5

392.9

349.7

314.0

272.3

248.5

221.7

1188

967.4

784.3

653.3

584.9

534.3

488.1

446.5

416.7

386.9

364.6

342.3

lb/ft mm in mm in mm in mm in 2cmAS

TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

335

290

262

230

285

248

224

198

328

298

268

244

221

192

655

593

531

480

436

397

362

324

297

277

249

215

199

174

359

327

294

264

235

211

183

167

149

798

650

527

439

393

359

328

300

280

260

245

230

1118

1108

1100

1090

1118

1108

1100

1090

1016

1008

1000

992.0

982.0

970.0

1108

1092

1075

1062

1050

1040

1030

1020

1012

1008

1000

990.0

982.0

970.0

1046

1036

1026

1016

1008

1000

990.1

980.2

970.3

1066

1028

996.0

972.0

960.1

950.0

942.0

933.2

927.6

921.0

916.4

911.9

44.02

43.62

43.31

42.91

44.02

43.62

43.31

42.91

40.00

39.69

39.37

39.06

38.66

38.19

43.62

42.99

42.32

41.81

41.34

40.94

40.55

40.16

39.84

39.69

39.37

38.98

38.66

38.19

41.18

40.79

40.39

40.00

39.69

39.37

38.98

38.59

38.20

41.97

40.47

39.21

38.27

37.80

37.40

37.09

36.74

36.52

36.26

36.08

35.90

405.0

402.0

400.0

400.0

305.0

302.0

300.0

300.0

455.0

453.0

451.0

450.0

450.0

450.0

428.0

424.0

419.0

416.0

412.0

409.0

407.0

404.0

402.0

402.0

400.0

400.0

400.0

400.0

311.4

308.5

305.4

303.0

302.0

300.0

300.0

300.0

300.0

457.0

446.0

437.0

431.0

427.5

425.0

422.0

423.0

421.5

420.4

419.4

418.3

15.94

15.83

15.75

15.75

12.01

11.89

11.81

11.81

17.91

17.83

17.76

17.72

17.72

17.72

16.85

16.69

16.50

16.38

16.22

16.10

16.02

15.91

15.83

15.83

15.75

15.75

15.75

15.75

12.26

12.15

12.02

11.93

11.89

11.81

11.81

11.81

11.81

17.99

17.56

17.20

16.97

16.80

16.73

16.61

16.65

16.59

16.55

16.51

16.47

26.0

22.0

20.0

18.0

26.0

22.0

20.0

18.0

23.0

21.0

19.0

18.0

18.0

18.0

50.0

45.5

40.9

37.1

34.0

31.0

28.4

25.4

23.6

21.0

19.0

16.5

16.5

16.5

33.0

30.0

26.9

24.4

21.1

19.1

16.5

16.5

16.0

60.5

50.0

40.9

34.5

31.0

28.4

25.9

24.0

22.5

21.3

20.3

19.3

1.02

0.87

0.79

0.71

1.02

0.87

0.79

0.71

0.91

0.83

0.75

0.71

0.71

0.71

1.97

1.79

1.61

1.46

1.34

1.22

1.12

1.00

0.93

0.83

0.75

0.65

0.65

0.65

1.30

1.18

1.06

0.96

0.83

0.75

0.65

0.65

0.63

2.38

1.97

1.61

1.36

1.22

1.12

1.02

0.94

0.89

0.84

0.80

0.76

45.0

40.0

36.0

31.0

45.0

40.0

36.0

31.0

44.0

40.0

36.0

32.0

27.0

21.0

89.9

82.0

73.9

67.1

61.0

55.9

51.1

46.0

41.9

40.0

36.0

31.0

27.0

21.0

58.9

541

49.0

43.9

40.0

35.9

31.0

26.0

21.1

109.0

89.9

73.9

62.0

55.9

51.1

47.0

42.7

39.9

36.6

34.3

32.0

1.77

1.57

1.42

1.22

1.77

1.57

1.42

1.22

1.73

1.57

1.42

1.26

1.06

0.83

3.54

3.23

2.91

2.64

2.40

2.20

2.01

1.81

1.65

1.57

1.42

1.22

1.06

0.83

2.32

2.13

1.93

1.73

1.57

1.41

1.22

1.02

0.83

4.29

3.54

2.91

2.44

2.20

2.01

1.85

1.68

1.57

1.44

1.35

1.26

635.2

551.2

497.0

436.5

545.0

471.0

425.0

374.0

622.0

565.0

509.0

463.0

418.0

364.0

1241

1125

1006

910.0

826.0

753.0

687.0

615.0

564.0

525.0

472.8

409.0

377.0

329.0

680.0

619.0

556.0

500.0

445.0

400.0

346.0

316.0

282.0

1514

1231

997.7

831.9

745.8

680.0

621.0

570.0

532.0

493.0

465.0

436.0

W 44 X 16

W 44 X 12

W 40 X 18

W 40 X 16

W 40 X 12

W 36 X 16½

(1100 x 400)

(1100 x 300)

(1000 x 450)

(1000 x 400)

(1016 x 305)

(914 x 419)

- Not in Regular Rolling Schedule

2221


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

575.9

520.9

473.3

425.6

381.0

345.3

312.5

288.7

270.9

253.0

238.1

223.2

200.9

307

304

286

283

243

240

213

210

696.5

631.0

575.9

526.8

473.3

433.1

391.4

358.7

328.9

299.1

267

264

241

238

210

207

191

188

537.3

494.1

448.0

403.3

361.6

325.9

303.6

278.3

251.5

226.2

209.9

193.5

175.6


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

387

350

318

286

256

232

210

194

182

170

160

150

135

206.3

204.3

192.2

190.2

163.3

161.3

143.1

141.1

468

424

387

354

318

291

263

241

221

201

179.4

177.4

161.9

159.9

141.1

139.1

128.3

126.3

361

332

301

271

243

219

204

187

169

152

141

130

118

992.9

980.7

970.8

960.9

950.7

942.9

931.9

926.8

922.8

918.7

914.7

910.6

903.0

918.0

918.0

912.0

912.0

900.0

900.0

890.0

890.0

935.0

923.0

913.0

903.0

893.0

885.0

877.0

868.2

861.8

855.5

816.0

816.0

808.0

808.0

800.0

800.0

792.0

792.0

925.1

915.2

905.0

895.1

885.2

877.1

871.2

865.1

859.0

850.6

845.8

840.5

834.6

39.09

38.61

38.22

37.83

37.43

37.12

36.69

36.49

36.33

36.17

36.01

35.85

35.55

36.14

36.14

35.91

35.91

35.43

35.43

35.04

35.04

36.81

36.34

35.94

35.55

35.16

34.84

34.53

34.18

37.90

33.68

32.13

32.13

31.81

31.81

31.50

31.50

31.18

31.18

36.42

36.03

35.63

35.24

34.85

34.53

34.30

34.06

33.82

33.49

33.30

33.09

32.86

321.8

318.8

315.7

312.8

310.3

307.8

309.4

307.7

306.7

305.6

304.8

304.2

303.5

303.0

303.0

302.0

302.0

300.0

300.0

299.0

299.0

418.0

414.0

411.0

409.0

406.0

404.0

401.0

402.8

401.4

399.9

303.0

303.0

302.0

302.0

300.0

300.0

300.0

300.0

310.6

308.1

305.2

302.1

299.7

297.2

295.7

294.1

292.1

293.8

293.0

292.4

291.6

12.67

12.55

12.43

12.31

12.22

12.12

12.18

12.11

12.07

12.03

12.00

11.98

11.95

11.93

11.93

11.89

11.89

11.81

11.81

11.77

11.77

16.46

16.30

16.18

16.10

15.98

15.91

15.79

15.86

15.80

15.74

11.93

11.93

11.89

11.89

11.81

11.81

11.81

11.81

12.23

12.13

12.02

11.89

11.80

11.70

11.64

11.58

11.50

11.57

11.54

11.51

11.48

36.1

33.0

29.9

26.9

24.4

22.1

21.1

19.4

18.4

17.3

16.5

15.9

15.2

19.0

19.0

18.0

18.0

16.0

16.0

15.0

15.0

38.6

35.1

32.0

29.5

26.4

24.4

22.1

21.1

19.7

18.2

17.0

17.0

16.0

16.0

14.0

14.0

14.0

14.0

35.6

33.0

30.3

26.9

24.4

22.1

20.6

19.1

17.0

16.1

15.4

14.7

14.0

1.42

1.30

1.18

1.06

0.96

0.87

0.83

0.76

0.72

0.68

0.65

0.63

0.60

0.75

0.75

0.71

0.71

0.63

0.63

0.59

0.59

1.52

1.38

1.26

1.16

1.04

0.96

0.87

0.83

0.78

0.82

0.67

0.67

0.63

0.63

0.55

0.55

0.55

0.55

1.40

1.30

1.18

1.06

0.96

0.87

0.81

0.75

0.67

0.63

0.61

0.58

0.55

65.0

58.9

54.1

49.0

43.9

39.9

34.5

32.0

30.0

27.9

25.9

23.9

20.1

37.0

37.0

34.0

34.0

28.0

28.0

23.0

23.0

69.1

63.0

57.9

53.1

48.0

43.9

39.9

35.6

32.4

29.2

34.0

34.0

30.0

30.0

26.0

26.0

22.0

22.0

64.0

58.9

54.1

49.0

43.9

39.9

37.1

34.0

31.0

26.8

24.4

21.7

18.8

2.56

2.32

2.13

1.93

1.73

1.57

1.36

1.26

1.18

1.10

1.02

0.94

0.79

1.46

1.46

1.34

1.34

1.10

1.10

0.91

0.91

2.72

2.48

2.28

2.09

1.89

1.73

1.57

1.40

1.28

1.15

1.34

1.34

1.18

1.18

1.02

1.02

0.87

0.87

2.52

2.32

2.13

1.93

1.73

1.57

1.46

1.34

1.22

1.06

0.96

0.85

0.74

733.0

633.0

603.0

542.0

486.0

440.0

399.0

367.0

346.0

323.0

303.0

286.0

256.0

391.3

387.4

364.0

360.1

309.8

305.8

270.9

266.9

888.0

804.0

734.0

672.0

603.0

552.0

499.0

458.0

420.0

381.0

339.9

336.0

307.6

303.7

267.4

203.5

243.4

239.5

684.0

629.0

572.0

513.0

460.0

416.0

386.0

355.0

319.0

289.0

268.0

247.0

224.0

W 36 X 12

900 x 300

W 33 X 15¾

800 x 300

W 33 X 11½

(914 x 305)

(838 x 400)

(838 x 292)


Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

1294000

1034900

1115700

2348700

1129700

2607000

2033000

1593000

1292000

1140000

1031300

935500

847300

786100

719000

671800

625200

1202500

552900

1126000

897300

1005400

2096400

1020400

1067500

480300

1005000

801500

897400

1842200

908900

966500

406900

690200

1473300

722100

813700

618700

87400

693500

799800

1646600

806600

909800

561600

1331000

643200

696400

504400

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

49980

21440

69200

118500

29960

175000

133900

103300

83050

73000

65560

59010

53980

49890

45410

42240

39100

57630

14000

43410

18460

62070

105000

26720

50710

11750

38480

16280

55120

91190

23440

45500

9544

41070

71450

18460

38580

28850

33120

14010

48670

80960

20490

43410

31960

64010

16230

33120

22450

45.1

43.6

42.4

43.5

41.8

45.2

43.6

42.2

43.2

41.7

45.0

43.4

42.0

42.8

41.4

40.6

42.2

41.5

40.5

44.6

43.0

41.6

42.5

41.7

39.3

42.1

40.7

40.0

40.6

39.0

40.4

38.0

40.3

40.2

40.1

41.5

40.6

40.0

39.4

39.4

38.9

38.8

38.6

38.4

38.2

38.0

37.9

41.3

39.2

8.87

6.27

10.6

9.77

6.60

6.57

6.49

6.40

6.44

6.37

6.36

6.09

5.81

10.8

10.4

10.2

9.99

9.89

9.82

9.75

9.73

9.68

9.59

9.53

9.47

9.16

8.87

6.26

10.5

9.66

9.10

8.80

6.19

10.4

9.52

8.98

9.92

9.30

9.03

8.75

8.71

6.12

10.3

9.43

9.10

9.37

9.22

9.00

8.26

23150

18510

21960

42400

21600

19700

17720

15880

14330

12860

11170

9799

8387

48910

39540

31980

26590

23800

21710

19860

18160

16950

15610

14660

13710

23350

20320

16200

19950

38400

20930

18280

14570

17950

34270

19100

14060

28060

16270

12600

15920

12720

16130

31010

18070

11580

25600

14070

10400

2468

1406

3042

5538

1924

1732

1535

1353

1222

1082

934

784

636

7659

6003

4728

3854

3410

3085

2797

2552

2367

2160

2015

1869

2832

2160

1223

2740

4952

2510

1924

1085

2444

4353

2264

1825

3468

1929

1443

1656

934

2163

3892

2160

1420

3130

1656

1123

26600

21770

24760

50300

25540

23180

20740

18520

16570

14830

12800

11330

9784

58750

46810

37340

30730

24830

22620

20610

19180

17640

16550

15460

26820

23160

18890

22410

45260

23920

20780

16950

20100

40140

21780

15830

32530

18360

14220

18060

14780

18050

36110

20460

13200

29530

15800

11880

3870

2273

4691

8839

3125

2799

2467

2167

1940

1712

1469

1244

1019

12180

9486

7424

6022

4796

4336

3951

3660

3338

3112

2886

4436

3362

1954

4220

7874

3919

2988

1728

3757

6896

3529

2821

5464

2984

2235

2568

1483

3327

6145

3349

2214

4916

2555

1755

143.4

61.25

163.2

304.4

73.00

64.40

55.90

48.40

43.20

37.70

32.20

26.80

21.50

397.0

292.4

218.5

171.3

132.0

118.0

107.0

98.30

88.80

82.20

75.70

137.6

123.5

52.36

145.2

265.7

119.9

108.7

45.85

127.9

227.0

106.7

93.50

173.9

89.44

65.67

92.71

39.11

112.0

199.2

101.5

71.81

154.3

76.03

50.43

3135

2527

3103

24770

5548

4276

3166

2314

1706

1253

826

575

384

44720

24930

13730

8124

4516

3499

2675

2191

1729

1442

1189

4546

2130

1703

2346

18750

3311

1564

1253

1724

13670

2545

882

7723

1575

757

1037

839

1268

10240

2134

574

5927

1021

483

20.0

20.0

20.0

20.0

20.0

20.0

20.0

20.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

30.0

24.1

24.1

24.1

24.1

24.1

24.1

24.1

24.1

24.1

24.1

24.1

24.1

By

y

D x x

Ir T

2423


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

531.3

485.2

434.6

388.4

349.7

314.0

284.3

257.5

439.0

400.3

366.1

336.3

308.1

275.3

245.6

220.3

196.4

184.5

172.6

160.7

147.3

133.9

215

212

185

182

166

163

500.0

456.9

418.2

384.0

349.7

322.9

288.7

264.9

239.6

217.3

449.4

403.3

367.6

328.9

299.1

270.9

236.6

212.8

192.0

169.7

151.8

139.9

125.0


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

357

326

292

261

235

211

191

173

295

269

246

226

207

185

165

148

132

124

116

108

99

90

144.5

142.5

124.3

122.3

111.5

109.5

336

307

281

258

235

217

194

178

161

146

302

271

247

221

201

182

159

143

129

114

102

94

84

833.0

823.0

813.0

803.0

795.0

785.9

779.3

773.2

835.2

825.0

817.1

809.0

801.1

793.0

785.1

779.0

769.9

766.3

762.3

757.7

753.1

750.0

708.0

708.0

700.0

700.0

692.0

692.0

762.0

752.0

744.0

736.0

728.0

722.0

714.0

706.4

700.8

695.4

77139

760.0

749.8

739.9

732.0

723.9

714.0

707.9

701.8

693.2

688.1

683.8

678.4

32.80

32.40

32.01

31.61

31.30

30.94

30.68

30.44

32.88

32.48

32.17

31.85

31.54

31.22

30.91

30.67

30.30

30.17

30.01

29.83

29.65

29.80

27.87

27.87

27.56

27.56

27.24

27.24

30.00

29.61

29.29

28.98

28.66

28.43

28.11

27.81

27.59

27.38

30.39

29.92

29.52

29.13

28.82

28.50

28.11

27.87

27.63

27.29

27.09

26.92

26.71

393.0

390.0

387.0

385.0

382.0

383.7

382.0

380.6

281.7

279.1

276.6

274.6

272.7

270.1

268.1

266.2

267.8

267.1

266.6

266.1

265.4

264.2

302.0

302.0

300.0

300.0

300.0

300.0

369.0

367.0

364.0

362.0

360.0

359.0

356.0

357.8

356.1

354.7

273.8

270.3

267.7

264.8

262.8

260.2

257.8

255.8

254.3

255.8

254.4

253.7

253.0

15.47

15.35

15.24

15.16

15.04

15.11

15.04

14.98

11.09

10.99

10.89

10.81

10.74

10.63

10.56

10.48

10.54

10.52

10.50

10.48

10.45

10.40

11.89

11.89

11.81

11.81

11.81

11.81

14.53

14.45

14.33

14.25

14.17

14.13

14.02

14.09

14.02

13.96

10.78

10.64

10.54

10.43

10.35

10.24

10.15

10.07

10.01

10.07

10.02

9.988

9.961

31.5

29.0

25.9

23.6

21.1

19.7

18.0

16.6

32.0

29.5

26.9

24.9

23.1

20.6

18.5

16.5

15.6

14.9

14.4

13.8

13.2

11.9

15.0

15.0

13.0

13.0

13.0

13.0

32.0

29.5

26.9

24.9

23.1

21.1

19.0

18.4

16.8

15.4

35.1

31.5

28.9

25.9

23.9

21.6

19.1

17.0

15.5

14.5

13.1

12.4

11.7

1.24

1.14

1.02

0.93

0.83

0.78

0.71

0.65

1.26

1.16

1.06

0.98

0.91

0.81

0.73

0.65

0.61

0.59

0.57

0.54

0.52

0.47

0.59

0.59

0.51

0.51

0.51

0.51

1.26

1.16

1.06

0.98

0.91

0.83

0.75

0.72

0.66

0.61

1.38

1.24

1.14

1.02

0.94

0.85

0.75

0.67

0.61

0.57

0.52

0.49

0.46

56.9

52.1

47.0

41.9

38.1

33.4

30.1

27.1

57.9

53.1

49.0

44.9

40.9

37.1

33.0

30.0

25.4

23.6

21.6

19.3

17.0

15.5

28.0

28.0

24.0

24.0

20.0

20.0

57.9

53.1

49.0

45.0

40.9

38.1

34.0

30.2

27.4

24.8

63.0

56.9

52.1

47.0

42.9

39.1

34.0

31.0

27.9

23.6

21.1

18.9

16.3

2.24

2.05

1.85

1.65

1.50

1.31

1.19

1.07

2.28

2.09

1.93

1.77

1.61

1.46

1.30

1.18

1.00

0.93

0.85

0.76

0.67

0.61

1.10

1.10

0.94

0.94

0.79

0.79

2.28

2.09

1.93

1.77

1.61

1.50

1.34

1.19

1.08

0.98

2.48

2.24

2.05

1.85

1.69

1.54

1.34

1.22

1.10

0.93

0.83

0.74

0.64

676.0

617.0

552.0

495.0

445.0

400.0

362.0

328.0

559.0

511.0

67.0

428.0

392.0

351.0

312.0

281.0

251.0

236.0

221.0

204.0

187.0

170.0

273.6

269.7

235.5

231.5

211.5

207.5

636.0

582.0

532.0

489.0

446.0

412.0

367.0

337.0

306.0

277.0

574.0

513.0

467.0

418.0

382.0

354.0

301.0

270.0

244.0

216.0

194.0

178.0

160.0

W 30 X 15

W 30 X 10½

700 x 300

W 27 x 14

W 27 x 10

(762 x 381)

(762 x 267)

(686 x 356)

(686 x 254)

Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

1101000

981300

884100

787600

696900

625200

548700

503900

471000

436700

406000

376700

324900

542000

535000

498000

491000

411000

404000

345000

339000

1252100

1118600

1010700

914000

812100

735200

658600

590600

534900

479900

384000

378000

339000

334000

292000

286000

254000

248000

892800

810000

729200

648200

573400

513500

473000

430400

386500

339400

310500

279000

245800

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

36460

32080

28570

25140

21970

19480

17110

15600

14480

13310

12260

11250

9395

17200

17200

15700

15700

12600

12600

10300

10300

84510

74810

67230

60730

53670

48350

42960

38840

34980

31170

15800

15800

13800

13800

11700

11700

9930

9920

32270

28960

25820

22650

19800

17540

16050

14470

12910

11360

10260

9066

7791

38.8

38.5

38.3

38.1

37.9

37.7

37.1

37.0

36.9

36.8

36.6

36.3

35.6

37.2

37.2

37.0

36.9

36.4

36.4

35.7

35.6

37.6

37.3

37.1

36.9

36.7

36.5

36.3

35.9

35.7

35.5

33.6

33.6

33.2

33.2

33.0

33.0

32.3

32.2

36.1

35.9

35.7

35.5

35.3

35.1

35.0

34.8

34.8

34.3

34.0

33.6

33.1

7.05

6.95

6.89

6.81

6.72

6.66

6.55

6.52

6.47

6.42

6.36

6.27

6.05

6.63

6.67

6.56

6.59

6.39

6.43

6.16

6.20

9.76

9.65

9.57

9.51

9.44

9.36

9.28

9.21

9.13

9.04

6.82

6.86

6.70

6.74

6.62

6.67

6.39

6.44

6.87

6.79

6.72

6.64

6.56

6.49

6.45

6.38

6.36

6.27

6.18

6.06

5.90

22180

20010

18210

16390

14660

13260

11780

10870

10210

9508

8876

8274

7195

11800

11700

10900

10800

9140

8990

7760

7610

26780

24240

22140

20240

18190

16610

15020

13600

12410

11220

9400

9270

8400

8270

7290

7160

6410

6270

19300

17700

16120

14480

12950

11710

10860

9950

8999

7981

7341

6639

5889

2266

2012

1810

1608

1416

1266

1106

1014

944

871

805

739

619

1140

1140

1040

1040

843

842

688

687

4043

3614

3271

2970

2644

2394

2143

1929

1743

1559

1040

1040

915

914

782

781

662

661

2078

1880

1692

1500

1321

1180

1086

984

884

773

700

620

534

26260

23590

21350

19120

17030

15340

13640

12550

11770

10950

10220

9539

8349

13400

12300

10300

8750

31240

28110

25540

23250

20770

18900

17010

15400

14020

12650

10500

8100

10500

22880

20890

18920

16900

15050

13550

12530

11450

10300

9150

8425

7638

6803

3654

3235

2895

2559

2247

2000

1752

1600

1488

1371

1266

1164

979

1780

1620

1320

1080

6340

5650

5100

4620

4100

3706

3309

2981

2691

2404

1620

1210

1620

3346

3018

2704

2385

2095

1864

1710

1547

1383

1212

1098

974

841

78.50

68.10

60.00

52.30

45.20

39.70

34.40

31.20

28.80

26.40

24.20

22.10

18.30

158.0

138.0

123.0

110.0

95.80

85.50

75.30

67.30

60.20

53.20

59.80

53.10

46.70

40.50

35.00

30.70

27.90

25.00

22.10

19.30

17.30

15.20

13.00

7127

5337

4091

3027

2199

1648

1163

923

769

626

514

422

291

10510

7933

6126

4743

3484

2683

2009

1495

1147

856

6494

5088

3910

2884

2095

1569

1265

983

735

514

405

306

221

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

19.1

28.0

18.0

28.0

18.0

28.0

18.0

28.0

18.0

28.0

18.0

28.0

18.0

28.0

18.0

28.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

18.0

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

17.8

By

y

D x x

Ir T

2625


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

498.6

455.4

415.2

372.1

340.8

308.1

285.7

261.9

241.1

217.3

195.0

174.1

154.8

238.1

178.6

148.8

175

170

151

147

137

133

355.7

324.4

294.7

269.4

242.6

217.3

190.5

169.7

153.3

139.9

125.0

113.1

101.2

134

132

120

118

106

103

94.6

92.5

92.27

90.78

81.85

127

98

85.5


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

335

306

279

250

229

207

192

176

162

146

131

117

104

160

120

100

117.6

114.2

101.5

98.77

92.06

89.37

239

218

198

181

163

146

128

114

103

94

84

76

68

90.04

88.70

80.63

79.29

71.23

69.21

63.57

62.15

62

61

55

85.34

65.85

57.45

699.0

689.0

679.0

669.0

661.0

653.0

647.0

641.0

635.0

628.4

621.8

616.2

611.1

635.8

620.2

612.4

594.0

594.0

588.0

588.0

582.0

582.0

685.0

675.1

667.0

658.6

651.0

643.1

635.0

628.9

623.1

617.5

612.1

607.6

602.7

612.0

612.0

606.0

606.0

600.0

600.0

596.0

596.0

603.0

602.5

598.7

564.0

550.0

546.0

27.52

27.13

26.73

26.34

26.02

25.71

25.47

25.24

25.00

24.74

24.48

24.26

24.06

25.03

24.42

24.11

23.39

23.39

23.15

23.15

22.91

22.91

26.97

26.58

26.26

25.93

25.63

25.32

25.00

24.76

24.53

24.31

24.10

23.92

23.73

24.09

24.09

23.86

23.86

23.62

23.62

23.46

23.46

23.74

23.72

23.57

22.20

21.65

21.50

343.0

340.0

338.0

335.0

333.0

330.0

329.0

327.0

329.1

327.7

326.5

325.1

323.9

311.4

307.1

304.8

302.0

302.0

300.0

300.0

300.0

300.0

245.6

243.1

240.5

238.5

235.9

234.1

231.5

229.9

228.6

230.3

229.1

228.3

227.7

9.67

9.57

9.47

9.39

9.29

9.22

9.11

9.05

9.00

9.07

9.02

8.99

8.96

202.0

202.0

201.0

201.0

200.0

200.0

199.0

199.0

178.8

178.0

177.9

203.0

200.0

199.0

13.50

13.39

13.31

13.19

13.11

12.99

12.95

12.87

12.96

12.90

12.85

12.80

12.75

12.26

12.09

12.00

11.89

11.89

11.81

11.81

11.81

11.81

31.0

28.4

25.9

23.9

21.6

19.6

17.0

15.5

14.0

13.1

11.9

11.2

10.5

7.95

7.95

7.91

7.91

7.87

7.87

7.83

7.83

7.04

7.01

7.00

7.99

7.87

7.83

35.1

32.0

29.5

26.4

24.4

22.1

20.6

19.0

17.9

16.5

15.4

14.0

12.7

18.4

14.1

11.8

14.0

14.0

12.0

12.0

12.0

12.0

1.22

1.12

1.02

0.94

0.85

0.77

0.67

0.611

0.55

0.52

0.47

0.44

0.41

13.0

13.0

12.0

12.0

11.0

11.0

10.0

10.0

10.9

10.6

10.0

13.0

10.0

10.0

1.38

1.26

1.16

1.04

0.96

0.87

0.81

0.75

0.70

0.65

0.61

0.55

0.50

0.72

0.56

0.46

0.55

0.55

0.47

0.47

0.47

0.47

0.51

0.51

0.47

0.47

0.43

0.43

0.39

0.39

0.43

0.42

0.39

0.51

0.39

0.39

63.0

57.9

53.1

48.0

43.9

39.9

37.1

34.0

31.0

27.7

24.4

21.6

19.0

31.4

23.6

19.7

23.0

23.0

20.0

20.0

17.0

17.0

55.9

51.0

47.0

42.9

39.1

35.1

30.9

27.9

24.9

22.2

19.6

17.3

14.9

23.0

23.0

20.0

20.0

17.0

17.0

15.0

15.0

15.0

15.0

12.8

23.0

18.0

14.0

2.48

2.28

2.09

1.89

1.73

1.57

1.46

1.34

1.22

1.09

0.96

0.85

0.75

1.24

0.93

0.78

0.91

0.91

0.79

0.79

0.67

0.67

2.20

2.01

1.85

1.69

1.54

1.38

1.22

1.10

0.98

0.87

0.77

0.68

0.59

0.91

0.91

0.79

0.79

0.67

0.67

0.59

0.59

0.59

0.59

0.50

0.91

0.71

0.55

634.8

579.0

529.0

474.0

434.0

391.0

363.0

333.0

308.0

277.0

249.0

222.0

197.0

303.0

228.0

190.0

222.4

217.1

192.5

187.2

174.5

169.2

454.0

412.0

376.0

343.0

310.0

278.0

242.0

218.0

195.0

179.0

159.0

145.0

129.0

170.7

168.0

152.5

149.8

134.4

131.7

120.5

117.8

117.0

116.5

104.0

162.2

124.8

109.0

W 30 X 15

UB 24 x 12

600 x 300

W 24 x 9

W 24 x 9

(762 x 381)

(610 x 305)

(610 x 229)

(610 x 229)

600 x 200

550 x 200


Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

775300

697400

617500

543800

485500

427100

381600

341600

595900

536500

486700

440500

397200

353200

310700

278200

239900

223000

205600

185800

166100

150300

604800

545100

493900

447400

401900

369600

324800

290600

261100

234500

515400

453800

406900

359400

323800

289300

247800

222000

198000

170000

150900

135900

118700

237000

233000

201000

197000

172000

168000

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

57760

51660

45510

39940

35460

31500

28000

24930

21780

19400

17410

15590

13900

12240

10640

9462

8156

7518

6842

6080

5313

4777

48670

43890

39500

35670

31870

29430

25610

23090

20650

18470

21790

18900

16790

14640

13060

11540

9750

8677

7670

6602

5804

5156

4410

12900

12900

10800

10800

9020

9020

33.9

33.6

33.4

33.2

33.0

32.7

32.5

32.3

32.7

32.4

32.3

32.1

31.8

31.7

31.5

31.5

30.9

30.8

30.5

30.2

29.8

29.8

30.8

30.6

30.5

30.3

30.0

30.0

29.8

29.4

29.2

29.1

30.0

29.7

29.5

29.3

29.1

29.0

28.7

28.7

28.5

28.0

27.9

27.6

27.2

29.4

29.4

29.3

29.2

28.6

28.5

9.24

9.15

9.08

8.98

8.93

8.87

8.80

8.72

6.24

6.16

6.11

6.04

5.96

5.91

5.84

5.81

5.71

5.65

5.56

5.46

5.32

5.30

8.75

8.68

8.61

8.54

8.46

8.45

8.36

8.28

8.22

8.16

6.16

6.07

6.00

5.92

5.85

5.78

5.69

5.67

5.61

5.52

5.47

5.38

5.25

6.86

6.91

6.78

6.83

6.53

6.59

18610

16950

15190

13540

12210

10870

9794

8836

14270

13010

11910

10890

9916

8909

7914

7142

6232

5821

5394

4903

4412

4008

15870

14500

13280

12160

11040

10240

9098

8227

7452

6744

13350

11940

10850

9715

8847

7993

6940

6272

5644

4905

4386

3975

3499

6700

6590

5760

5640

4980

4870

2939

2649

2352

2075

1856

1642

1466

1310

1546

1390

1259

1136

1020

906

794

711

609

563

513

457

400

362

2638

2392

2170

1971

1771

1640

1439

1291

1160

1041

1592

1399

1255

1106

994

887

756

678

603

516

456

406

349

853

853

722

721

602

601

21510

19490

17360

15410

13820

12270

11020

9924

16900

15330

13970

12720

11550

10320

9129

8197

7164

6691

6210

5659

5111

4629

18450

16760

15270

13920

12590

11620

10280

9290

8387

7568

15950

14170

12810

11390

10330

9282

8016

7204

6462

5618

5010

4545

4014

7430

6340

5500

4577

4118

3644

3209

2863

2532

2257

2015

2486

2229

2009

1808

1620

1433

1251

1115

957

884

807

720

632

569

4111

3720

3366

3052

2739

2530

2215

1990

1785

1601

2565

2243

2005

1759

1577

1402

1191

1063

943

808

712

635

546

1320

1110

930

87.0

76.8

66.8

57.8

50.8

44.6

39.3

34.7

32.9

28.9

25.7

22.8

20.1

17.5

15.0

13.3

11.3

10.4

9.39

8.29

7.20

6.44

60.3

53.6

47.7

42.6

37.6

34.4

29.6

26.4

23.4

20.8

27.4

23.4

20.4

17.6

15.5

13.5

11.3

9.94

8.71

7.40

6.46

5.70

4.83

5501

4229

3088

2216

1650

1161

858

637

4345

3361

2618

2029

1555

1147

815

605

404

333

269

207

156

118

5373

4158

3241

2521

1913

1534

1094

811

609

456

5322

3897

2993

2186

1675

1260

840

627

462

305

221

167

118

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

16.5

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

15.2

28.0

18.0

28.0

18.0

28.0

18.0

By

y

D x x

Ir T

2827


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

409.3

369.1

331.9

299.1

270.9

247.0

218.8

196.4

181.6

165.2

150.3

150

147

128

125

114

111

138.4

123.5

122.0

108.6

101.2

92.27

81.85

103

102

89.6

88.2

79.5

77.9

84.83

74.41

65.48

145

142

124

121

106

103

212.8

193.5

177.1

157.8

144.4

128.0

113.1


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

275

248

223

201

182

166

147

132

122

111

101

100.8

98.77

86.01

83.99

76.60

74.58

93

83

82

73

68

62

55

69.21

68.54

60.21

59.26

53.42

52.34

57

50

44

97.43

95.41

83.32

81.30

71.23

69.21

143

130

119

106

97

86

76

613.0

603.0

593.0

585.0

577.0

571.0

560.3

554.5

550.7

546.4

542.5

494.0

494.0

488.0

488.0

482.0

482.0

549.1

544.3

544.5

539.5

536.7

533.1

528.3

506.0

506.0

500.0

500.0

496.0

496.0

534.9

529.1

524.8

446.0

446.0

440.0

440.0

434.0

434.0

495.0

489.0

481.8

475.7

472.2

467.1

462.5

24.13

23.74

23.35

23.03

22.72

22.48

22.06

21.83

21.68

21.51

21.36

19.45

19.45

19.21

19.21

18.98

18.98

21.62

21.43

21.44

21.24

21.13

20.99

20.80

19.92

19.92

19.69

19.69

19.53

19.53

21.06

20.83

20.66

17.56

17.56

17.32

17.32

17.09

17.09

19.49

19.25

18.97

18.73

18.59

18.39

18.21

327.0

324.0

322.0

319.0

317.0

315.5

317.8

316.0

314.7

313.4

312.2

302.0

302.0

300.0

300.0

300.0

300.0

213.9

212.2

211.9

210.7

210.1

209.3

208.8

201.0

201.0

200.0

200.0

199.0

199.0

166.5

165.9

165.1

302.0

302.0

300.0

300.0

299.0

299.0

285.0

283.5

286.1

284.5

283.1

281.7

280.3

12.87

12.76

12.68

12.56

12.48

12.42

12.51

12.44

12.39

12.34

12.29

11.89

11.89

11.81

11.81

11.81

11.81

8.42

8.35

8.34

8.30

8.27

8.24

8.22

7.91

7.91

7.87

7.87

7.83

7.83

6.56

6.53

6.50

11.89

11.89

11.81

11.81

11.77

11.77

11.22

11.16

11.26

11.20

11.15

11.09

11.04

31.0

26.2

25.4

23.1

21.1

19.0

18.3

16.5

15.2

14.0

12.7

13.0

13.0

11.0

11.0

11.0

11.0

14.7

13.1

12.7

11.6

10.9

10.2

9.60

11.0

11.0

10.0

10.0

9.00

9.00

10.3

9.70

8.90

13.0

13.0

11.0

11.0

10.0

10.0

18.5

17.0

16.6

15.0

13.6

12.2

10.8

1.22

1.03

1.00

0.91

0.83

0.75

0.72

0.65

0.60

0.55

0.50

0.51

0.51

0.43

0.43

0.43

0.43

0.58

0.52

0.50

1.46

0.43

0.40

0.38

0.43

0.43

0.39

0.39

0.35

0.35

0.41

0.38

0.35

0.51

0.51

0.43

0.43

0.39

0.39

0.73

0.67

0.66

0.59

0.54

0.48

0.43

55.6

50.5

45.5

41.4

37.6

34.5

29.2

26.3

24.4

22.2

20.3

21.0

21.0

18.0

18.0

15.0

15.0

23.6

21.2

21.3

18.8

17.4

15.6

13.2

19.0

19.0

16.0

16.0

14.0

14.0

16.5

13.6

11.4

21.0

21.0

18.0

18.0

15.0

15.0

33.5

30.5

26.9

23.9

22.1

19.6

17.3

2.19

1.99

1.79

1.63

1.48

1.36

1.15

1.04

0.96

0.87

0.80

0.83

0.83

0.71

0.71

0.59

0.59

0.93

0.83

0.84

0.74

0.69

0.61

0.52

0.75

0.75

0.63

0.63

0.55

0.55

0.65

0.54

0.45

0.83

0.83

0.71

0.71

0.59

0.59

1.32

1.20

1.06

0.94

0.87

0.77

0.68

521.0

460.0

422.0

382.0

346.0

314.0

279.0

250.0

231.0

211.0

192.0

191.4

187.0

163.5

159.2

145.5

141.2

176.0

157.0

155.8

139.0

129.0

118.0

105.0

131.3

129.3

114.2

112.2

101.3

99.29

108.0

95.20

83.70

184.3

180.8

157.4

153.9

135.0

131.6

271.5

246.7

226.5

200.6

183.9

163.2

143.9

W 21 X 12¼

W 21 X 8¼

W 21 X 6½

500 x 300

500 x 200

450 x 300

W 18 x 11

(533 x 312)

(533 x 210)

(533 x 165)

(457 x 279)

Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

494700

444500

399700

353200

318200

283600

260700

235900

215400

190900

167500

147300

128900

209500

153000

125900

103000

101000

90400

88300

77600

75600

68700

66600

64580

63879

55890

84400

63200

52000

137000

134000

118000

114000

103000

98900

322200

287700

259400

232800

207900

183900

158400

141400

125000

112300

98610

87510

76190

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

42580

38090

34300

30170

27090

23950

22060

19850

18450

16270

14170

12380

10770

15840

11410

9308

3180

3170

2720

2720

2280

2270

1980

1980

1436

1426

1207

3220

2400

1840

10600

10600

9020

9010

7670

7660

13950

12330

10980

9768

8606

7543

6415

5670

4972

4531

3937

3439

2938

27.9

27.7

27.5

27.3

27.1

26.9

26.8

26.6

26.4

26.2

25.9

25.8

25.6

26.3

25.9

25.7

24.6

24.6

24.3

24.3

24.0

24.0

23.9

23.8

23.4

23.5

23.2

22.8

22.5

21.8

24.9

24.8

24.8

24.7

24.3

24.2

26.6

26.4

26.3

26.1

25.9

25.7

25.6

25.4

25.3

25.1

24.9

24.6

24.3

8.19

8.11

8.05

7.98

7.90

7.82

7.79

7.72

7.74

7.66

7.55

7.47

7.39

7.23

7.07

7.00

4.31

4.35

4.22

4.26

4.12

4.16

4.05

4.10

3.50

3.50

3.40

4.45

4.39

4.11

6.90

6.98

6.85

6.94

6.63

6.73

5.55

5.47

5.41

5.34

5.27

5.21

5.15

5.09

5.04

5.04

4.97

4.88

4.77

14150

12900

11770

10560

9629

8687

8058

7362

6785

6075

5387

4779

4220

6589

4935

4111

3380

3310

2980

2910

2590

2520

2310

2240

2142

2120

1867

2990

2300

1900

4620

4500

4020

3890

3530

3400

9406

8522

7778

7069

6386

5718

4990

4495

4012

3637

3222

2880

2528

2483

2241

2030

1801

1627

1452

1341

1214

1121

993

868

762

665

1017

743

611

314

314

271

270

228

227

199

199

161

160

136

317

240

185

701

700

601

601

511

511

1136

1014

913

819

730

644

554

493

435

394

344

301

258

16670

15090

13690

12190

11060

9927

9173

8347

7671

6846

6063

5364

4726

7486

5547

4594

11220

10110

9173

8299

7455

6643

5757

5167

4595

4159

3676

3290

2895

2511

2480

2195

5060

4350

3820

3820

3360

2900

2580

3885

3496

3160

2795

2521

2244

2070

1871

1726

1528

1336

1171

1021

1574

1144

937

1826

1625

1458

1304

1157

1019

871

773

680

615

536

470

403

258

256

218

1080

921

786

495

426

358

312

42.85

37.90

33.60

29.10

25.80

22.50

20.50

18.30

16.80

14.70

12.60

10.90

9.440

14.50

10.20

8.170

13.80

12.00

10.60

9.260

8.060

6.970

5.850

5.120

4.450

4.010

3.460

3.000

2.540

1.240

1.040

6420

4879

3774

2770

2130

1592

1283

990

770

560

396

280

195

785

340

200

3309

2517

1952

1495

1123

819

554

411

295

219

154

112

78.0

71.0

48.8

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

16.5

16.5

16.5

22.0

13.0

12.7

13.0

13.0

13.0

12.7

12.7

22.0

13.0

22.0

13.0

22.0

13.0

28.0

13.0

28.0

13.0

28.0

13.0

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

By

y

D x x

Ir T

3029


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

88.9

87.9

76.0

74.9

66.2

65.1

105.7

98.22

96.74

89.29

81.85

74.41

67.00

81.85

74.41

68.46

66.97

59.53

52.09

605

415

283

232

200

172

147

107

105

94.3

92.2

148.8

132.5

114.6

99.71

75.5

74.9

66.0

65.4

56.6

56.1

84.83

74.41

66.97

59.53

53.58


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

59.74

59.06

51.07

50.33

44.48

43.74

71

66

65

60

55

50

45

55

50

46

45

40

35

406.5

278.9

190.2

155.9

134.4

115.6

98.77

71.90

70.55

63.36

61.95

100

89

77

67

50.73

50.33

44.35

43.94

38.03

37.70

57

50

45

40

36

456.0

456.0

450.0

450.0

446.0

446.0

469.1

467.2

466.1

463.2

460.0

457.0

453.4

465.8

462.0

458.7

458.0

454.7

449.6

498.0

458.0

428.0

414.0

406.0

400.0

394.0

390.0

390.0

386.0

386.0

431.0

425.4

419.6

414.8

404.0

404.0

400.0

400.0

396.0

396.0

417.3

413.0

409.7

406.7

402.8

17.95

17.95

17.72

17.72

17.56

17.56

18.47

18.39

18.35

18.24

18.11

17.99

17.85

18.34

18.19

18.06

18.03

17.90

17.70

19.61

18.03

16.85

16.30

15.98

15.75

15.51

15.35

15.35

15.20

15.20

16.97

16.75

16.52

16.33

15.91

15.91

15.75

15.75

15.59

15.59

16.43

16.26

16.13

16.01

15.86

201.0

201.0

200.0

200.0

199.0

199.0

193.9

192.8

192.8

191.9

191.3

190.4

189.9

155.3

154.4

153.9

153.8

152.8

152.4

432.0

417.0

407.0

405.0

403.0

400.0

398.0

300.0

300.0

299.0

299.0

264.8

263.3

261.5

260.0

201.0

201.0

200.0

200.0

199.0

199.0

180.8

179.6

178.7

177.7

177.4

7.91

7.91

7.87

7.87

7.83

7.83

7.63

7.59

7.59

7.56

7.53

7.50

7.48

6.11

6.08

6.06

6.06

6.02

6.00

17.01

16.42

16.02

15.94

15.87

15.75

15.67

11.81

11.81

11.77

11.77

10.43

10.37

10.30

10.24

7.91

7.91

7.87

7.87

7.83

7.83

7.12

7.07

7.04

7.00

6.98

10.0

10.0

9.00

9.00

8.00

8.00

12.6

11.4

11.4

10.5

9.90

9.00

8.50

10.5

9.60

9.10

9.00

8.00

7.60

45.0

30.0

20.0

18.0

16.0

13.0

11.0

10.0

10.0

9.00

9.00

14.9

13.3

11.6

10.0

9.00

9.00

8.00

8.00

7.00

7.00

10.9

9.70

8.80

7.70

7.50

0.39

0.39

0.35

0.35

0.31

0.31

20.6

19.6

19.0

17.7

16.0

14.5

12.7

18.9

17.0

15.4

15.0

13.3

10.8

1.77

1.18

0.79

0.71

0.63

0.51

0.43

0.39

0.39

0.35

0.35

0.59

0.52

0.46

0.39

0.35

0.35

0.31

0.31

0.28

0.28

0.43

0.38

0.35

0.30

0.30

17.0

17.0

14.0

14.0

12.0

12.0

0.81

0.77

0.75

0.70

0.63

0.57

0.50

0.74

0.67

0.61

0.59

0.52

0.43

70.0

50.0

35.0

28.0

24.0

21.0

18.0

16.0

16.0

14.0

14.0

25.0

22.2

19.3

16.9

15.0

15.0

13.0

13.0

11.0

11.0

18.2

16.0

14.4

12.8

10.9

0.67

0.67

0.55

0.55

0.47

0.47

2.76

1.97

1.38

1.10

0.94

0.83

0.71

0.63

0.63

0.55

0.55

0.99

0.87

0.76

0.66

0.59

0.59

0.51

0.51

0.43

0.43

0.72

0.63

0.57

0.50

0.43

113.3

112.0

96.76

95.43

84.30

82.97

135.0

125.0

123.0

114.0

104.0

94.60

85.50

105.0

94.50

87.20

85.60

75.80

66.30

770.1

528.6

360.7

295.4

254.9

218.7

186.8

136.0

133.2

120.1

117.4

189.7

169.0

145.8

127.1

96.16

95.41

84.12

83.37

72.16

71.41

108.0

95.30

85.90

75.70

68.10

W 18 X 7½

W 18 X 6

(457 x 191)

(457 x 152)

450 x 200

400 x 400

400 x 300

400 x 200

W 16 X 7

W 16 X 10¼

(406 x 178)

(406 x 262)

0.50

0.45

0.45

0.41

0.39

0.35

0.33

0.41

0.38

0.36

0.35

0.31

0.30

Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

316900

278900

247700

220700

196700

177700

151100

134300

123300

111300

100700

83800

81700

71000

68900

60400

58300

86090

76240

76207

66800

61650

55330

47540

56500

55500

47800

46800

41900

40800

48630

41060

35040

66400

65000

56100

54700

46800

45500

115000

103000

91200

79500

72800

63700

55400

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

32530

28710

25390

22450

20000

18090

15650

13850

12690

11400

10310

9660

9650

8110

8110

6760

6760

3864

3387

3393

2939

2696

2389

2007

2580

2580

2140

2140

1840

1840

1275

1040

859

9660

9650

8110

8110

6690

6690

13000

11600

10500

9160

8370

7280

6330

24.7

24.6

24.2

24.1

23.9

23.8

23.3

23.2

23.1

23.0

22.9

20.9

20.9

20.8

20.8

20.4

20.3

22.1

22.0

22.1

21.9

21.8

21.7

21.3

20.7

20.7

20.5

20.4

20.3

20.3

21.2

20.8

20.5

19.0

19.0

18.9

18.9

18.6

18.6

20.5

20.4

20.1

19.9

19.9

19.7

19.6

7.91

7.90

7.76

7.67

7.61

7.58

7.49

7.44

7.41

7.35

7.33

7.10

7.18

7.04

7.14

6.82

6.92

4.68

4.64

4.67

4.60

4.57

4.50

4.38

4.43

4.46

4.33

4.36

4.27

4.31

3.44

3.30

3.20

7.24

7.31

7.18

7.26

7.04

7.13

6.91

6.85

6.83

6.76

6.73

6.68

6.63

10340

9250

8355

7547

6820

6226

5395

4843

4478

4072

3712

3390

3310

2910

2820

2500

2420

3136

2801

2799

2476

2297

2076

1800

2230

2190

1910

1870

1690

1650

1818

1552

1336

2980

2920

2550

2490

2160

2090

4630

4190

3790

3340

3080

2720

2390

1990

1772

1577

1408

1262

1147

985

877

807

728

660

640

639

541

540

451

450

361

319

320.2

279

257

228

192

257

256

214

214

185

185

153

125

104

639

639

541

540

448

447

909

818

736

646

592

518

452

12120

10720

9656

8670

7792

7071

6115

5463

5033

4563

4144

3700

3130

2700

3613

3213

3203

2827

2619

2366

2059

2500

2130

1870

2107

1808

1561

3250

2760

2320

3096

2739

2442

2175

1947

1764

1518

1349

1239

1116

1011

978

825

690

568

500

501

435

400

356

300

399

333

288

243

200

166

976

823

682

25.3

21.9

19.0

16.6

14.6

13.0

11.0

9.66

8.79

7.83

7.03

2.67

2.32

2.32

1.99

1.82

1.60

1.33

0.86

0.69

0.57

4131

2996

2263

1700

1277

979

642

470

374

284

216

250

181

180

126

102

76.3

51.5

73.8

47.9

32.0

12.7

26.0

13.0

20.0

13.0

12.7

24.0

13.0

24.0

13.0

24.0

13.0

10.2

10.2

10.2

10.2

10.2

10.2

10.2

12.7

12.7

20.0

13.0

20.0

13.0

12.7

12.7

12.7

12.7

12.7

12.7

12.7

26.0

13.0

26.0

13.0

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

12.7

By

y

D x x

Ir T

3231


Designation

Serial Size

in / mm

Unit

Weight

of

Depth

Section

D

of

Width

Section

B

Thickness

Web

t

Flange

T

of

Area

Section

kg/m

88.9

87.9

76.0

74.9

66.2

65.1

105.7

98.22

96.74

89.29

81.85

74.41

67.00

81.85

74.41

68.46

66.97

59.53

52.09

605

415

283

232

200

172

147

107

105

94.3

92.2

148.8

132.5

114.6

99.71

75.5

74.9

66.0

65.4

56.6

56.1

84.83

74.41

66.97

59.53

53.58


TM

A6/A

6M

JIS

G3192 : 1

994

JIS

G3192 : 1

977

BS

4 : P

AR

T1 : 1

993

AS

/NZ

S 3

679

59.74

59.06

51.07

50.33

44.48

43.74

71

66

65

60

55

50

45

55

50

46

45

40

35

406.5

278.9

190.2

155.9

134.4

115.6

98.77

71.90

70.55

63.36

61.95

100

89

77

67

50.73

50.33

44.35

43.94

38.03

37.70

57

50

45

40

36

456.0

456.0

450.0

450.0

446.0

446.0

469.1

467.2

466.1

463.2

460.0

457.0

453.4

465.8

462.0

458.7

458.0

454.7

449.6

498.0

458.0

428.0

414.0

406.0

400.0

394.0

390.0

390.0

386.0

386.0

431.0

425.4

419.6

414.8

404.0

404.0

400.0

400.0

396.0

396.0

417.3

413.0

409.7

406.7

402.8

17.95

17.95

17.72

17.72

17.56

17.56

18.47

18.39

18.35

18.24

18.11

17.99

17.85

18.34

18.19

18.06

18.03

17.90

17.70

19.61

18.03

16.85

16.30

15.98

15.75

15.51

15.35

15.35

15.20

15.20

16.97

16.75

16.52

16.33

15.91

15.91

15.75

15.75

15.59

15.59

16.43

16.26

16.13

16.01

15.86

201.0

201.0

200.0

200.0

199.0

199.0

193.9

192.8

192.8

191.9

191.3

190.4

189.9

155.3

154.4

153.9

153.8

152.8

152.4

432.0

417.0

407.0

405.0

403.0

400.0

398.0

300.0

300.0

299.0

299.0

264.8

263.3

261.5

260.0

201.0

201.0

200.0

200.0

199.0

199.0

180.8

179.6

178.7

177.7

177.4

7.91

7.91

7.87

7.87

7.83

7.83

7.63

7.59

7.59

7.56

7.53

7.50

7.48

6.11

6.08

6.06

6.06

6.02

6.00

17.01

16.42

16.02

15.94

15.87

15.75

15.67

11.81

11.81

11.77

11.77

10.43

10.37

10.30

10.24

7.91

7.91

7.87

7.87

7.83

7.83

7.12

7.07

7.04

7.00

6.98

10.0

10.0

9.00

9.00

8.00

8.00

12.6

11.4

11.4

10.5

9.90

9.00

8.50

10.5

9.60

9.10

9.00

8.00

7.60

45.0

30.0

20.0

18.0

16.0

13.0

11.0

10.0

10.0

9.00

9.00

14.9

13.3

11.6

10.0

9.00

9.00

8.00

8.00

7.00

7.00

10.9

9.70

8.80

7.70

7.50

0.39

0.39

0.35

0.35

0.31

0.31

20.6

19.6

19.0

17.7

16.0

14.5

12.7

18.9

17.0

15.4

15.0

13.3

10.8

1.77

1.18

0.79

0.71

0.63

0.51

0.43

0.39

0.39

0.35

0.35

0.59

0.52

0.46

0.39

0.35

0.35

0.31

0.31

0.28

0.28

0.43

0.38

0.35

0.30

0.30

17.0

17.0

14.0

14.0

12.0

12.0

0.81

0.77

0.75

0.70

0.63

0.57

0.50

0.74

0.67

0.61

0.59

0.52

0.43

70.0

50.0

35.0

28.0

24.0

21.0

18.0

16.0

16.0

14.0

14.0

25.0

22.2

19.3

16.9

15.0

15.0

13.0

13.0

11.0

11.0

18.2

16.0

14.4

12.8

10.9

0.67

0.67

0.55

0.55

0.47

0.47

2.76

1.97

1.38

1.10

0.94

0.83

0.71

0.63

0.63

0.55

0.55

0.99

0.87

0.76

0.66

0.59

0.59

0.51

0.51

0.43

0.43

0.72

0.63

0.57

0.50

0.43

113.3

112.0

96.76

95.43

84.30

82.97

135.0

125.0

123.0

114.0

104.0

94.60

85.50

105.0

94.50

87.20

85.60

75.80

66.30

770.1

528.6

360.7

295.4

254.9

218.7

186.8

136.0

133.2

120.1

117.4

189.7

169.0

145.8

127.1

96.16

95.41

84.12

83.37

72.16

71.41

108.0

95.30

85.90

75.70

68.10

W 18 X 7½

W 18 X 6

(457 x 191)

(457 x 152)

450 x 200

400 x 400

400 x 300

400 x 200

W 16 X 7

W 16 X 10¼

(406 x 178)

(406 x 262)

0.50

0.45

0.45

0.41

0.39

0.35

0.33

0.41

0.38

0.36

0.35

0.31

0.30

Root

r

Radius

Torsional

J

Warping

H

Constant

Plastic

Sx

Modulus

Elastic

Modulus

Radius of

Gyration

Moment of

lx4cm

40400

39800

33500

32900

28700

28100

48830

45730

44490

40970

37050

33320

29380

36590

32670

29640

28930

25430

21210

298000

187000

119000

92800

78000

66600

56100

38700

37900

33700

32900

62000

54100

46200

39700

27500

27200

23700

23500

20000

19800

31560

27440

24480

21520

18630

Inertia Constant

ly4cm 6dm 4cm mm

3cm3cm

Sy3cm3cm

Zx Zy

cm cm

ix iy

2310

2310

1870

1870

1580

1580

2511

2347

2275

2089

1871

1671

1452

1185

1047

939

913

793

639

94000

60500

39400

31000

26200

22400

18900

7210

7200

6240

6240

7740

6780

5740

4950

2030

2030

1740

1740

1450

1450

1797

1548

1372

1199

1016

18.9

18.9

18.6

18.6

18.5

18.4

19.0

19.0

19.0

19.0

18.8

18.8

18.5

18.7

18.6

18.4

18.4

18.3

17.9

19.7

18.8

18.2

17.7

17.5

17.5

17.3

16.9

16.9

16.7

16.7

18.0

17.9

17.8

17.7

16.9

16.9

16.8

16.8

16.7

16.6

17.1

17.0

16.9

16.9

16.5

4.51

4.54

4.40

4.43

4.33

4.36

4.32

4.33

4.30

4.29

4.23

4.20

4.12

3.37

3.33

3.28

3.27

3.23

3.10

11.1

10.7

10.4

10.2

10.1

10.1

10.1

7.28

7.35

7.81

7.29

6.40

6.32

6.27

6.25

4.60

4.62

4.54

4.56

4.48

4.50

4.08

4.03

4.00

3.98

3.86

1770

1750

1490

1460

1290

1260

2082

1957

1909

1769

1611

1458

1296

1571

1414

1292

1263

1119

944

12000

8170

5570

4480

3840

3330

2850

1980

1940

1740

1700

2870

2540

2200

1920

1360

1350

1190

1170

1010

999.0

1513

1329

1195

1058

925.0

230

229

187

187

159

159

259.0

243.0

236.0

218.0

196.0

176.0

153.0

153.0

136.0

122.0

119.0

104.0

83.90

4370

2900

1930

1530

1300

1120

951.0

481.0

480.0

418.0

417.0

585.0

515.0

441.0

380.0

202.0

202.0

174.0

174.0

145.0

145.0

199.0

172.0

154.0

135.0

115.0

1980

1650

1420

2387

2232

2179

2013

1831

1653

1471

1811

1627

1486

1453

1282

1089

14500

9540

6310

5030

4280

3670

3120

2140

1870

1510

1310

1110

1725

1510

1353

1192

1047

355

290

245

405

379

368

338

304

272

237

240

213

192

187

163

132

6720

4440

2940

2330

1980

1700

1440

730

634.0

312.0

267

223

309

268

238

208

177

0.591

0.518

0.460

0.448

0.390

0.310

1.260

1.180

1.140

1.040

0.920

0.820

0.710

0.720

0.610

0.540

0.470

0.390

89.3

66.6

50.9

47.5

33.5

21.0

146

121

113

90.7

69.2

51.8

37.1

92.5

63.6

46.8

32.7

22.6

18.0

13.0

18.0

13.0

18.0

13.0

10.2

10.2

10.2

10.2

10.2

10.2

10.2

22.0

22.0

22.0

22.0

22.0

22.0

22.0

22.0

13.0

10.2

16.0

13.0

16.0

13.0

16.0

13.0

10.2

10.2

10.2

22.0

13.0

10.2

10.2

10.2

10.2

10.2

10.2

10.2

10.2

10.2

10.2

10.2

By

y

D x x

Ir T

Documents

SSM Handbook