SSM Handbook

March 31, 2018 | Author: Ong Hendra | Category: Structural Steel, Pipe (Fluid Conveyance), Sheet Metal, Steel, Strength Of Materials
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Our Steel Handbook...

Description

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 regarding the Technical specification of all materials in the market. We humbly give you the PT. SSM HANDBOOK.

PT. SSM

Disclaimer of Liability

Whilst every care was taken in the preparation of data, it should be noted that a) We accept no liabilty howsoever from any error or ommission herein. b) No representation or warranty is made herein and c) Buyer or user have to check with respective mills for tolerances and dimensions.

i

CONTENTS Preface Contents Reference Tables of Standards Comparison Between Sections Specifications Plates Specifications American Society for Testing -A36, 242, 283, 441, 570, 572 & 588 and Materials ( ASTM ) European Standards ( EN) - 10025 & 10155 British Standards ( BS ) - 4360 ( old version ) Deutsche Industrie Noemen - 17100 ( old version ) Germany ( DIN ) Australian Standards Institute ( AS ) - 3679.1, 3678, BHP-300 PLUS / New Zealand Standards ( NZS ) Japanese Industrial Standards ( JIS ) - G3101, 3131, 3141, 3106, 3136 & 3302 China National Standards ( GB ) - 700 Wide Flange Beams Bearing Piles Sheet Piles “ U ” Lx & Larssen, Arbed JIS A5528 Joists I Berams, T Bars IPN Channels European Channels Taper Flange Channels Parallel Flange Channels Angles Equal Angles Unequal Angles Ralls Plates Specifications : Pressure Vessels - ASTM, BS EN & DIN Shipbuilding Steels Plates - American Bureau of Shipping ( ABS ) - Lloyd’s Register of Shipping ( LRS ) Steel Plates : Thickness in mm Comparison of Specifications for Shipbuilding Qualities Plates Steel Plates : Thickness in inches Chequered Plates Stainless Steel Specifications : Hot / Cold Rolled Stainless Steel Plates - JIS Plates ( JIS ) Stainless Steels Plates to JIS G4304 / G4305 SUS 304 & 316 Corrosion Resistance Data - Stainless Steel Bars Flat Bars Square, Round Bars Expanded Metals Deformed Bars and Round Bars ( Building Construction Use ) Pipes Pipes to BS 1387 ( British Standard ) Pipes to JIS G3452 - SGP (Japanese Standard ) Specifications : API - American Petroleum Institute 1992 nd st API - American Petroleum Institute 42 Edition 1 July 2000 ASTM - American Society for Testing and Material Line Pipes ( Seamless or Welded ) - Carbon and Stainless Steel Specifications : Seamless Boiler Tubes - ASTM, DIN, & JIS Seamless Boiler Tubes and Pipes Stainless Steel Specifications : Stainless Steel Pipes - JIS G3459, Usage Pipes ( JIS ) Stainless Steel Pipes to JIS G3459 SUS-TP Cold Formed Specifications : Hollow Sections - ASTM, EN, JIS Section Square Rectangular Circular Hot Formed Circular Section Square Rectangular Specifications : Hot Finished Hollow Section - BS EN 10210 Light Gauge Plain Channels Channels Lipped Channels Titanium Table of Gauges Carbon and Alloy Steel Hardness Conversion Table ( Steels ) Physical Characteristics and Mechanical Properties of Ferrous Metal Conversion Tables

ii

i ii iii 1 2 3 5 9 11 12 13 18 19 41 43 44 45 46 47 48 49 51 53 55 57 59 67 69 71 72 73 74 75 77 78 79 80 81 82 83 84 85 86 87 88 91 92 93 94 98 99 101 103 104 105 107 108 109 110 111 147 149 150 151 152

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

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

Strength Level

Standards Sumitomo Standards

(T.S. N/mm2) 330

JIS

ASTM

G3101 SS330

A283 Gr.B.C

G3101 SS400

A36 A283Gr.D

DIN17100 U, RSt42-1

G3106 SM400A

A572 Gr.42 A633 Gr.A

G3106 SM400B

A573 Gr.58, 65

G3106 SM400C

A529 Gr.50, 55

G3106 SM490A, B, C

A573 Gr.70

G3106 SM490YA, B G3106 SM520B, C

A572 Gr.50, 60 A633 Gr.C, D A572Gr.65 A633 Gr.E A678 Gr.B

SUMITEN540 590

SUMITEN590

685

SUMITEN690 SUMITEN730 SUMITEN780 SUMITEN950

BS EN

DIN17100 U, RSt34-1, St37-1, 2, 3

400

490

DIN & VDEh

G3106 SM570

A678 Gr.C

G3128 SHY685 N, NS

A514 Gr.A~T A517 Gr.A~T

DIN17100 RSt42-2 St42-3 Rst46 - 3 DIN17100 RSt42-3 RSt46-3 DIN17100 RSt42-3 RSt46-3

BS EN10025 Gr. S185 BS EN10025 Gr. S275JR BS EN10025 Gr. S275J0

DIN17100 St50-1, 2 DIN17100 St52-3

BS EN10025 Gr. S275J2G3 BS EN10025 Gr. S275J2G4 BS EN10025 Gr. S355JR BS EN10025 Gr. S355J0, S355J2G3

ISO ISO R630 Fe33, 37A, ISO R630 Fe42A, 44A ISO R630 Fe42B, 44B ISO R630 Fe42C, 44C ISO R630 Fe42D, 44D

ISO R630 Fe52B, D ISO R630 Fe52, C, D

ASTM

T.S.

JIS

ASTM

255 275 275

450 440 480

G3103 SB450M

A204 Gr.A

WSN5423 16Mo5

G3103 SB480M

A204 Gr.B

295 315 345 345 345 255, 315

520 520 550 550 550 380, 480

DIN17155 15Mo3 (1/4Mo) WSN5423 16Mo5

DIN17100 St60-1, 2

DIN17100 St70-2

225, 275

380, 450 G4109 SCMV-2

G3119 SBV1A G3119 SBV1B G3119 SBV2 G3119 SBV3 G4109 SCMV-1

245, 315

410, 520 G4109 SCMV-3

245, 315

410, 520 G4109 SCMV-4

BS EN10025 Gr. E355

205, 315

410, 520 G4109 SCMV-5

205, 315

410, 520 G4109 SCMV-6

205, 315

410, 520

205, 315

410, 520

345, 480 570 345, 480 570 345, 480 380 415

550, 620 690 550, 620 690 550, 620 580 580

570 585, 690 515, 415

690 725, 795 655, 585

BS EN10025 Gr. E360

DIN & VDEh

BS EN

G3120 SQV1A or 1B G3120 SQV3A or 3B

A204 Gr.C A302 Gr.A A302 Gr.B A302 Gr.C A302 Gr.D A387 Gr.2 Class 1, 2 A387 Gr.12 Class 1, 2 A387 Gr.11 Class 1, 2 A387 Gr.22 Class 1, 2 A387 Gr.21 Class 1, 2 A387 Gr.5 Class 1, 2 A387 Gr.7 Class 1, 2 A387 Gr.9 Class 1, 2 A533 Type A Class 1, 2, 3 A533 Type C Class 1, 2, 3 A533 Type D A542 Type A, B, CI.4 A832 Gr.22V A832 Gr.21V, 23V Class 1, 2, 3 A542 Class 1, 2 A542 Class 3, 4a

Y.P.

T.S.

165

310

A285 Gr.A

DIN17155-HI

185

340

A285 Gr.B

DIN17155-HI

205

380

A285 Gr.C

DIN17155-HII

295

520

A299

DIN17155 19Mn6

205

380

225

410

G3103 SB410

A515 Gr.60

DIN17155-HIII(si Killed)

245

450

G3103 SB450

A515 Gr.65

DIN17155-17Mn4

265

480

G3103 SB480

A515 Gr.70

DIN17155 19Mn6

205

380

A516 Gr.55

DIN17155-HII

225

410

G3118 SGV410

A516 Gr.60

DIN17155-HIII

ISO 2604/IV P 7

245

450

G3118 SGV450

A516 Gr.65

DIN17155-17Mn4

ISO 2604/IV P 11

Y.P.

T.S.

Sumitomo Standards

265

480

G3118 SGV480

A516 Gr.70

DIN17155 19Mn6

BS En10028 Gr.P275N, NH

ISO 2604/IV P 16

275

400

SLT285

205

380

A442 Gr.55

DIN17155-HII

BS En10028 Gr.P275N, NH 325

450

225

410

G3115 SPV235

A442 Gr.60

SLT325A SLT325B

345

480

G3115 SPV335

A537 CI.1, A841 CI.1

355

450

345

560

350 355 365 255 275 255

490 450 480 450 490 450

SLT360 G3126 SLA365 A662 Gr.C SLT2N255 G3127 SL2N255 A203 Gr.A A203 Gr.B SLT3N255 G3127 SL3N255 A203 Gr.D

275 520

490 690

SLT3N275 G3127 SL3N275 A203 Gr.E SLT9N520 G3127 SL9N520 A353

590

690

SLT9N590 G3127 SL9N590 A553, A844

345-570

550-690

480-685

620-790

BS En10028 Gr.P275N, NH

DIN17155-HII(si Killed)

DIN17155-HII VDEhW680 TTSt45

550

420

500

450

570

345, 430 480, 550

DIN17155 19Mn6

BS En10028 Gr.P355N, NH BS En10028 Gr.P355M, MH

A612 G3115 SPV410

A537 CI.2, A841 CI.2 BS En10028 Gr.P420M, MH

G3115 SPV450

Remarks BS EN

ISO 2604/IV P28

1/2Mo

G4110 SCMQ4E G4110 SCMQ4V G4110 SCMQ5V

ISO 2604/IV P30

ISO 2604/IV P33

Mn-1/2Mo-1/2NI Mn-1/2Mo-3/4NI 2/3Cr-1/2Mo

DIN17155 13CrMo44

BS En10028 Gr.13CrMo4-5

ISO 2604/IV P32

1Cr-1/2Mo

WSN7380 10CrMo9 10

BS En10028 Gr.11CrMo9-10

ISO 2604/IV P34

1•1/4Cr-1/2Mo 2•1/4Cr-1Mo 3Cr-Mo WSN7362 12CrMo19 5

5Cr-1/2Mo 7Cr-1/2Mo 9Cr-1Mo Min-1/2Mo Min-1/2Mo-3/4NI Min-1/2Mo-1/3NI 2• 1/4Cr-1Mo QT 2• 1/2Cr-1Mo-V NT 3Cr-1Mo-V NT 2• 1/4Cr-1Mo

BS En10028 Gr.P460N, NH

ISO 2604/IV P 5

Strength Level (N/mm2)

Standards JIS

ASTM

G3126 SLA235A A662 Gr.A G3126 SLA235B G3126 SLA325A A662 Gr.B SLA325B A537 CI.1, Ab41 CI.1

DIN & VDEh

Remarks BS EN

G3120 SQV2A or 2B

ISO

VDEh W680 TTSt41 VDEh W680 TTSt45 BS En10028 Gr.P355NL1, NL2 BS En10028 Gr.P355ML1, ML2 ISO 2604/1V P16 2•1/4Ni 2•1/4Ni ISO 2604/1V P43 3•1/2Ni

VDEh W680 I0Ni14

A737 Gr.B, C

iii

ISO

(4) Steel for Low-Temperature Service BS En10028 Gr.P275N, NH

VDEhW680 TTSt41

415

ISO

DIN & VDEh

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

S355J2G4, S355K2G3, S355K2G4

Standards JIS

Standards

Y.P.

BS En10025 Gr.

(2) Carbon Steel for Bollers and Pressure Vessels Strength Level 2 (N/mm )

Strength Level (N/mm2)

VDEh W680 X8Ni9

A533 Type B Class 1, 2, 3 A543 Type B, C Class 1, 2, 3

BS En10028 Gr.X6Ni(HT680), X7Ni9

ISO 2604/1V P44 3•1/2Ni 9Ni(N type) ISO 2604/1V P45 9Ni(QT type) Mn-1/2Mo-1/2Ni 3Ni-1•3/4Cr-1/2Mo

iv

(5) Corresponding Industry Codes for Ship Building Standards Steel type: Rolled Steel Plate for Hulls (mild steel) 2

Strength Level (N/mm ) Y.P. 235

Correspending

T.S.

ASTM

400/490

ASTM A131

Grade A

B

AB

LR

BV

GL

NV

CR

RS

KR

CCS

Japan

USA

UK

France

Germany

Norway

Taiwan

Russia

ROK

China

KAM KAS KAK KAN KBS KBK KBN

AAM AAS AAK

LAM LAS LAK

BAM BAS BAK

GAM GAS GAK

NAM NAS NAK

CAM CAS CAK

PAM PAS PAK

KRAM KRAS KRAK

CSAM CSAS CSAK

ABS ABK

LBS LBK

BBS BBK

GBS GBK

NBS NBK

CBS CBK

PBS PBK

KRBS KRBK

ADK ADN AEN

LDS LDK LDN LEN

BDS BDK BDN BEN

CDK CDN CEN

PDS PDK PDN PEN

KRDK KRDN KREN

D

E

Steel type: Steel for Boilers and Pressure Vessels

NK

KDK KDN KEN

GDK GDN GEN

NDK NDN NEN

CSDK CSDN CSEN

2

Strength Level (N/mm ) Y.P.

T.S.

Correspending

NK

AB

LR

BV

GL

NV

CR

RS

KR

CCS

ASTM, JIS

Japan

USA

UK

France

Germany

Norway

Taiwan

Russia

ROK

China

(ASTM) A285 Gr.A A285 Gr.B A285 Gr.C

165 185 205 205 225 245 265 205

310/450 345/485 380/515 380/520 410/550 450/590 480/620 380/520

225 245 265

410/550 450/590 480/620

A516 Gr.60 A516 Gr.65 A516 Gr.70

235 315 355 450 490

410/510 490/610 520/640 570/700 610/740

(JIS) G3115 SPV235 SPV315 SPV355 SPV450 SPV490

A515 Gr.60 A515 Gr.65 A515 Gr.70 A516 Gr.55

KP42 KP46 KP49

APMA APMB APMC APMD APME APMF APMG APK APL APM APN

LP360, AR LP410, AR LP460, AR LLT0-360 LP360FG LP410FG LP460FG LP490FG

NP360-ON NP410-ON NP460-ON NP490-ON NP360-IFN NP410-IFN NP460-IFN NP490-IFN NP510-IFN

BP360 BP410 BP410 BP510

CP1410 CP1450 CP1480

KRP42 KRP46 KRP49

CP2450 CP2480

Steel type: Rolled Steel Plate for Hulls (high tensile strength steel) Strength Level (N/mm2) Y.P.

T.S.

265

400/510

315

470/590

355

390

490/620

530/650

Correspending

Grade

ASTM

ASTM A131

ASTM A131

ASTM A131

NK

AB

LR

BV

GL

NV

CR

RS

KR

CCS

Japan

USA

UK

France

Germany

Norway

Taiwan

Russia

ROK

China

C32A

P32A

KR32A

CS32A

C32D

P32D

KR32D

CS32D

AH32

K32A

DH32

K32D

EH32 AH36

K32E K36A

DH36

K36D

EH36 AH40 DH40 EH40

K36E K40A K40D K40E

L32A

B32A

G32A

N27A N27D N27E N32A

A32D L32D A32DN A32E L32E A36A L36A

B32D

G32D

N32D

A32A

A36D A36DN A36E A40A A40D A40E

B32E B36A

G32E G36A

N32E N36A

C32E C36A

P32E P36A

KR32E KR36A

CS32E CS36A

L36D

B36D

G36D

N36D

C36D

P36D

KR36D

CS36D

L36E L40A L40D L40E

B36E

G36E

N36E N40A N40D N40E

C36E

P36E

KR36E

CS36E

1/2Mo

KPV42 KPV32 KPV36 KPV46 KPV50

NP410-IFN NP460-IFN NP490-IFN NP510-IFN

(ASMT) A204 Gr.A

KPA46

APH

BPM430

A204 Gr.A

KPA49

API

BPM510

APJ

BPMV510

A204 Gr.A

2/3Cr-1/2Mo 1Cr-1/2Mo 1 1/4Cr-1/2Mo 2 1/4Cr-1Mo 3Cr-1Mo 5Cr-1/2Mo

LLT0-410 LLT20-410 LLT0-490 LLT20-490

(ASMT) A387 Gr.2 A387 Gr.12 A387 Gr.11 A387 Gr.22 A387 Gr.21 A387 Gr.5

CPV0235 CPV0315 CPV0355 CPV0450 CPV0490

KRPV24 KRPV32 KRPV36 KRPV46 KRPV50

NPM440 (0.3Mo)

KRP46A KRP49A

LPCM470

BPCM450 BPCM470

NPCM470

LPCM480

BPCM480

NPCM480

Steel type: Steel for Low-Temperature Service Strength Level (N/mm2) Y.P.

Correspending JIS

T.S.

235

400/510

G3126 SLA235

NK

AB

LR

Japan

USA

UK

BV

GL

France Germany

KL24A, B ABV

NV Norway NL23, 24, 24L

A, B 325

440/560

SLA325

365

490/610

SLA365

KL33

LT-EH32, -FH32

KL37

ABVH LT-EH32, -FH36

NL43, 44, 44L

CR

RS

Taiwan Russia

KR

CCS

ROK

China

KRL24A KRL24B KRL33

A, B

1 1/2~2 1/4Ni 3 1/2Ni 5Ni 9Ni

v

KRL37

G3127 SL2N255 SL3N255, 275 SL5N590,

KL2N30 KL3N32

1 1/2Ni 3 1/2Ni

BLNA BLNB BL1N BL3N

KL5N43

5Ni

BL5N

NLN5N

SL9N520, 590

KL9N53 KL9N60

9Ni

BL9N

NLN9N

1/2Ni

vi

NLN1N NLN3N

KRL2N30 KRL3N32 KRL5N43 KRL9N53 KRL9N60

COMPARISON BETWEEN SPECIFICATIONS (SECTIONS) Min. Yield Stress Special U.S.A (Tensile Strength) Specification ASTM MPa 185 (290-510) 185 195 205 A570-30 215 230 A570-33 235 215 235 Charpy Impact Test

European Standard (BS, DN) EN 10025 EN 10155

U.K. Germany (old version) (old version) BS 4360 DIN 17100

S185

Australia

China

JIS

AS/NZS

GB 700

St 33 Q195 Q215-A

S235

40A

S235JR S235J0W S235JRG1 S235J2W S235JRG2 S235J0 S235J2G3 S235J2G4

40B, 40C 40D

St 37-2 USt 37-2 RSt 37-2 St 37-3

245 (400-510) 245

Q235-A Q215-B Q235-B, C, D

G3136-SN400A SN400B SN400C

A36 A570-36

255 275 285 295

Charpy Impact Test

3679.1-250

A570-40

S275

A572-42 A242-4&5 A441-4&5

E295

43A

Q255-A Q275

St 46-3 G3101-SS490

300 310 315

BHP-300PLUS A570-45 A242-3 A441-3 RSt 42-1 RSt 42-2

G3101-SM400B G3101-SM400C 3679.1-250L0 Q255-B

Charpy Impact Test

40DD 43B, 43C 43D, 43DD

S275JR S275J0 S275J2G3 S275J2G4

St 44-2 St 44-3 RSt 46-2 St 46-3 BHP-300PLUSL0

325 (490-610) 325 335 345

G3106-SM490A E335

St 60-2

A570-50 A572-50 A242-1&2 A441-1&2 A588-A, B, C, K

S355

50A 3679.1-350

E360 S355JR S355J0 S355J2G3 S355J2G4 S355K2G3 S355K2G4

S355J0WP S355J2WP S355J0W S355J2G1W S355J2G2W S355K2G1W S355K2G2W

50B, 50C 50D, 50DD 50E WR50A WR50B WR50C

360 365

St 70-2 St 52-3

250 255 260 275

A570-55 G3101-SS540 A572-60 A572-65 55C

JIS

AS/NZS

GB 700

Q195 3678-200 G3101-SS330 Q215-A

S235

40A

S235JR S235J0W S235JRG1 S235J2W S235JRG2 S235J0 S235J2G3 S235J2G4

40B, 40C 40D

St 37-2 USt 37-2 RSt 37-2 St 37-3

Q235-A Q215-B Q235-B, C, D

G3136-SN400A SN400B SN400C

3678-250 43A

Q255-A Q275

St 46-3 G3101-SS490

A242-4&5

E295

St 50-2

A242-3 RSt 42-1 RSt 42-2

G3101-SM400B SM400C 3678-250L15 Q255-B

Charpy Impact Test

40EE 43B, 43C 43D, 43EE

S275JR S275J0 S275J2G3 S275J2G4

St 44-2 St 44-3 RSt 46-3 St 46-3 G3106-SM490A

E335

St 60-2 3678-WR350

A242-1&2 A588-A, B, C, K 3678-WR350L0 G3106-SM490B SM490C G3136-SN490B SN490C

340 350 355 (490-640) 355 365 355

3678-WR350L0 350L15 S355 E360 S355JR S355J0 S355J2G3 S355J2G4 S355K2G3 S355K2G4

50A S355J0WP S355J2WP S355J0W S355J2G1W S355J2G2W S355K2G1W S355K2G2W

50B, 50C 50D, 50DD 50EE WR50A WR50B WR50C

St 70-2 St 52-3

G3106-SM490YA

G3106-SM490YB SM520YB SM520YC A570-55 50F G3101-SS540 A572-60 A572-65 Charpy Impact Test

55C, 55EE 55F

G3106-SM570

1

China

St 33

S275

Charpy Impact Test

3679.1-350L0

Australia

A36

325 (490-610) 325 335 340 345

340 350 380 (480) 380 390 400 415 450 450 460

Japan

G3101-SS400 G3106-SM400A

G3106-SM490YA

G3106-SM490YB SM520B SM520C

Charpy Impact Test

S185

Charpy Impact Test

G3106-SM490B SM490C G3136-SM490B SM490C

Charpy Impact Test

Charpy Impact Test

U.K. Germany (old version) (old version) BS 4360 DIN 17100

350 325

325

355 (490-640) 355 360 365 355

European Standard (BS, DN) EN 10025 EN 10155

245 (400-510) 245 250 255 275 285 295 310 315 245

St 50-2

245

355 (490-640) 380 400 415 450 450 460

Min. Yield Stress Special U.S.A (Tensile Strength) Specification ASTM MPa 165 (290-510) 165 A283-A 185 A283-B 195 200 205 A283-C A284-C 215 225 A284-D 230 A283-D 235 215 235

G3101-SS400 G3106-SM400A

250

250 255 260 275

COMPARISON BETWEEN SPECIFICATIONS (PLATES)

Japan

2

G3106-SM570

ASTM Standards - Structural Steels & Steel Plates

ASTM Standards - Structural Steels & Steel Plates

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

Title

Grade

Size t in.

A36-91

Structural Steel

Shapes5)

All

Plates

t ≤¾ ¾ < t ≤1½ 1½ < t ≤2½ 2½ < t ≤4 t>4

Bars

t ≤¾

A242-91a High-strength low- Type 18) alloy structural steel

A283-92

A441

A570-92

Low and intermediate tensile strength carbon steel plates

Rolled Steel for High-Strength Low-Alloy Structural Manganese Vanadium Steel Steel, Sheet and Strip, Carbon, hot rolled, structural quality

Mn

-

0.25 0.25

0.40 0.40

t>4

0.29

0.15

0.04 0.04

0.60 ~0.90 0.40 0.60 ~0.90 0.40 0.60 ~0.90

0.15 ~0.40 0.27 0.15 ~0.40 0.29 0.15 ~0.40 0.26 0.40

0.28

-

P

0.04

0.80 ~1.20 0.80 ~1.20 0.80 ~1.20 0.80 ~1.20 -

0.26

1½ < t ≤4

B

Type 18)

Si

0.40

0.27

A

Type 1

8)

C

0.26

¾ < t ≤1½

Gr 1 & 2 Shapes/ Plates & Bar t ≤¾ Gr 3 Shapes/ Plates & Bar ¾ < t ≤1½ Gr 4 & 5 Shapes/ Plates & Bar 1½ < t ≤4 -

(Properties minima unless stated)

Chemical Composition % maximum (minimum)

0.40

-

1.00

S

0.05 0.05 0.05

Others

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

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.04

0.05

Cu (0.20)1)

0.15

0.05

Cu (0.20)

Tensile Strength ksi (Mpa)

58/802) (400/550) 58/80 (400/550) 58/80 (400/550) 58/80 (400/550) 58/80 (400/550) 58/80 (400/550) 58/802) (400/550) 58/802) (400/550) 58/802) (400/550) 58/802) (400/550) 70 (480)

Yield Stress ksi (Mpa)

36 (250) 36 (250) 36 (250) 36 (250) 36 (250) 363) (250) 36 (250) 36 (250) 36 (250) 36 (250) 50 (345)

Elongation % 8 in

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

Title

204) 23

A572 High-strength low

C

Si

Cr

Mo

Ni

8 in

2 in

t ≤6

0.21

0.405)

1.355) 0.04 0.05

-

-

-

Cu (0.20)1) 60 (415) 42 (290)

203)

243)

-

1.00

0.15

0.05

Cu (0.20)

67 (460)

46 (315)

-

1.00

0.15

0.05

Cu (0.20)

0.405)

1.355) 0.04 0.05

-

-

-

Cu (0.20)1) 65 (450) 50 (345)

183)

213)

92a

of structural

60*

t ≤1¼

0.26

0.405)

1.355) 0.04 0.05

-

-

-

Cu (0.20)1) 75 (520) 60 (415)

163)

183)

quality10)

65*

t ≤½

0.26

0.405)

1.355) 0.04 0.05

-

-

-

Cu (0.20)1) 80 (550) 65 (450)

153)

173)

65*

½ < t ≤1¼

0.235)

0.405)

1.655) 0.04 0.05

-

-

-

Cu (0.20)1) 80 (550) 65 (450)

153)

173)

t ≤4

0.19

0.30

0.80

18

21

~0.65

~1.25

-

21

-

21

18

21

18

21

-

21

-

21

18

21

18

21

-

21

-

21

18

21

18

21

-

21

-

21

18

21

-

alloy structural steel with 50 ksi

A3)

4 < t ≤5 5 < t ≤8

0.405) 0.90 0.035

0.04

Cu (0.20)1)

-

0.17

0.405) 0.90 0.035

0.04

Cu (0.20)1)

C

-

0.24

0.405) 0.90 0.035

0.04

Cu (0.20)1)

D

-

0.27

0.405) 0.90 0.035

0.04

Cu (0.20)1)

-

Gr 1 & 2

0.22

0.30

0.04

0.05

-

Gr 3

0.22

0.04

0.05

-

Gr 4 & 5

0.22

0.04

0.05

30 33 36 40 45 50 55

t ≤0.229 t ≤0.229 t ≤0.229 t ≤0.229 t ≤0.229 t ≤0.229 t ≤0.229

0.25 0.25 0.25 0.25 0.25 0.25 0.25

0.035 0.035 0.035 0.035 0.035 0.035 0.035

0.04 0.04 0.04 0.04 0.04 0.04 0.04

Cu (0.20) V (0.02) Cu (0.20) V (0.02) Cu (0.20) V (0.02) 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)

0.85 ~1.25 0.30 0.85 ~1.25 0.30 0.85 ~1.25 0.90 0.90 0.90 0.90 1.35 1.35 1.35

0.19

shapes

0.19

204) 23 t ≤4

0.20

204) 23 B3)

4 < t ≤5

0.20

204) 23 5 < t ≤8

0.20

204) 23 shapes

183) 21

t ≤4

21

4 < t ≤5 5 < t ≤8

42 (290)

183) 213)

45/60 (310/415) 50/65 (345/450) 55/70 (380/515) 60/80 (415/550) 70 (485) 67 (460) 63 (435) 49 (340) 52 (360) 53 (365) 55 (380) 60 (415) 65 (450) 70 (480)

24 (165) 27 (185) 30 (205) 33 (230) 50 (345) 46 (315) 42 (290) 30(205) 33(230) 36(250) 40(275) 45(310) 50(345) 55(380)

274) 304)

t ≤4 K3)

0.14

0.19

min yield point to 4 in. thick

63 (435)

4 < t ≤5 5 < t ≤8

0.20 0.15 0.15 0.15 0.15 0.17 0.17 0.17

254) 284) shapes

224) 254)

0.17

0.30

0.80

~0.65

~1.25

0.30

0.80

~0.65

~1.25

0.30

0.80

~0.65

~1.25

0.15

0.75

~0.50

~1.35

0.15

0.75

~0.50

~1.35

0.15

0.75

~0.50

~1.35

0.15

0.75

~0.50

~1.35

0.15

0.80

~0.40

~1.35

0.15

0.80

~0.40

~1.35

0.15

0.80

~0.40

~1.35

0.15

0.80

~0.40

~1.35

0.25

0.50

~1.20

~1.20

0.25

0.50

~1.20

~1.20

0.25

0.50

~1.20

~1.20

0.25

0.50

~1.20

~1.20

0.04 0.05

-

0.40

70

~0.65 0.04 0.05

0.40

(485) -

0.40

~0.65 0.04 0.05

0.40

0.04 0.05

0.40

Cu 0.25 ~ 0.40

-

0.40

~0.65

V 0.01 ~ 0.10

-

0.40

0.04 0.05

0.40 0.40

-

0.50

70 (485)

-

0.50

~0.70 0.04 0.05

0.40 0.40

Cu 0.02 ~ 0.04

-

0.50

~0.70 0.04 0.05

V 0.01 ~ 0.10

-

0.50

0.30 0.30

-

0.30

-

0.30

0.25

Cu 0.20 ~ 0.50

0.25

V 0.01

~0.50

~ 0.10

-

~0.50 0.04 0.05

70 (485)

~0.50 -

~0.50 0.04 0.05

0.25 ~0.50

~0.50 0.04 0.05

0.25

0.40 0.10 0.40 0.10 0.40 0.10

70 (485)

0.40

0.40 0.10 ~0.70

18

-

18

-

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

18

21

197) 187) 177) 167) 147) 127) 107)

257) 237) 227) 217) 197) 177) 157)

Cu 0.50 ~ 0.30

0.40

~0.70 0.04 0.05

63 (430) (485)

0.40

~0.70 0.04 0.05

67 (460)

70

~0.50

~0.70 0.04 0.05

63 (430) (485)

~0.50 0.04 0.05

67 (460)

70

~0.70 0.04 0.05

63 (430) (485)

~0.70 0.04 0.05

67 (460)

70

~0.65

Cb 0.005 ~ 0.056

0.40

67 (460) 63 (430) 70 (485)

50 (345) 46 (315) 42 (290) 50 (345) 50 (345) 46 (415) 42 (290) 50 (345) 50 (345) 46 (415) 42 (290) 50 (345) 50 (345) 46 (315) 42 (290) 50 (345)

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: +

3

0.40

* 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

204) 234)

Others

0.23

shapes

0.15

S

t ≤4

204) 23

18

P

50*

C3)

0.15

Mn

alloy Cb-V steels

91a

3)

Elongation %

42*

A588 High-strength low

204) 23

Yield Stress ksi (Mpa)

Size t in.

-

204) 23 204) 23

Tensile Strength ksi (Mpa)

Grade

2 in

204) 212)

(Properties minima unless stated)

Chemical Composition % maximum (minimum)

+

4

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

EN 10025 : 1993 : HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS (Properties minima unless stated) S35515)*

S355JR S355JO7) S355J2G37) S355J2G47) S355K2G37) S355K2G47) E29510)

Grade

S275J2G3 S275J2G4

ISO : Standard 630

Fe 430D1 Fe 430D2 Fe 510A15) Fe 510B Fe 510C

BS4360 Equivalent Grade

Fe 510D1

Fe 510D2

E33510)

E36010)

Fe 510DD1 Fe 510DD2 Fe 490-2 Fe 590-2 Fe 560-2

43D

43D

50A

50B

50C

50D

50D

50DD

50DD

-

-

-

FF

FF

FN

FN

FN

FF

FF

FN

FN

FN

FN

FN

≤ 16

0.18

0.18

0.24

0.24

0.20

0.20

0.20

0.20

0.20

-

-

-

≥ 16 ≤ 40

0.18

0.18

0.24

0.24

0.208)

0.208)

0.208)

0.208)

0.208)

-

-

-

0.186)

0.186)

0.24

0.24

0.20

0.20

0.20

0.20

0.20

-

-

-

-

-

0.55

0.55

0.55

0.55

0.55

0.55

0.55

-

-

-

Type of Deoxidation1) thickness (mm)



≥404)

Chemical Composition

Si

%

Mn

1.50

1.50

1.60

1.60

1.60

1.60

1.60

1.60

1.60

-

-

-

maximum



0.035

0.035

0.045

0.045

0.040

0.035

0.035

0.035

0.035

0.045

0.045

0.045



0.035

0.035

0.045

0.045

0.040

0.035

0.035

0.035

0.035

0.045

0.045

0.045

-

-

0.009

0.009

0.009

-

-

-

-

0.009

0.009

0.009

≤ 16

275

275

355

355

355

355

355

355

355

295

335

365

≥ 16 ≤ 40

265

265

345

345

345

345

345

345

345

285

325

355

≥ 40 ≤ 63

255

255

335

335

335

335

335

335

335

275

315

345

Yield Stress9)

≥ 63 ≤ 80

245

245

325

325

325

325

325

325

325

265

305

335

N/mm2

≥ 80 ≤100

235

235

315

315

315

315

315

315

315

255

295

325

≥100 ≤150

225

225

295

295

295

295

295

295

295

245

275

305

≥150 ≤200

215

215

285

285

285

285

285

285

285

235

265

295

≥200 ≤250

205

205

275

275

275

275

275

275

275

225

255

285

3

430/580

430/580

510/680

510/680 510/680

510/680

510/680

510/680

510/680

490/660 590/770 690/900

Tensile Strength9)

≥ 3 ≤100

410/560

410/560

490/630

490/630 490/630

490/630

490/630

490/630

490/630

470/610 570/710 670/830

N/mm2

≥100 ≤150

400/540

400/540

470/630

470/630 470/630

470/630

470/630

470/630

470/630

450/610 550/710 650/830

≥150 ≤250

380/540

380/540

450/630

450/630 450/630

450/630

450/630

450/630

450/630

440/610 540/710 640/830

1

14 (12)

14 (12)

14 (12)

14 (12)

14 (12)

14 (12)

14 (12)

14 (12)

14 (12)

12 (10)

8 (6)

4 (3)

≥ 1 ≤ 1.5

15 (13)

15 (13)

15 (13)

15 (13)

15 (13)

15 (13)

15 (13)

15 (13)

15 (13)

13 (11)

9 (7)

5 (4)

≥ 1.5 ≤ 2

16 (14)

16 (14)

16 (14)

16 (14)

16 (14)

16 (14)

16 (14)

16 (14)

16 (14)

14 (12)

10 (8)

6 (5)

Elongation9) 13) 14)

≥ 2 ≤ 2.5

17 (15)

17 (15)

17 (15)

17 (15)

17 (15)

17 (15)

17 (15)

17 (15)

17 (15)

15 (13)

11 (9)

7 (6)

%

≥ 2.5 ≤ 3

18 (16)

18 (16)

18 (16)

18 (16)

18 (16)

18 (16)

18 (16)

18 (16)

18 (16)

16 (14)

12 (10)

8 (7)

N2) 3)

<



(Values in Parentheses ≥ 3 ≤ 40

22 (20)

22 (20)

22 (20)

22 (20)

22 (20)

22 (20)

22 (20)

22 (20)

22 (20)

20 (18)

16 (14)

11 (10)

are Transverse Values) ≥ 40 ≤ 63

21 (19)

21 (19)

21 (19)

21 (19)

21 (19)

21 (19)

21 (19)

21 (19)

21 (19)

19 (17)

15 (13)

10 (9)

≥ 63 ≤100

20 (18)

20 (18)

20 (18)

20 (18)

20 (18)

20 (18)

20 (18)

20 (18)

20 (18)

18 (16)

14 (12)

9 (8)

≥100 ≤150

18 (18)

18 (18)

18 (18)

18 (18)

18 (18)

18 (18)

18 (18)

18 (18)

18 (18)

16 (15)

12 (11)

8 (7)

≥150 ≤250

17 (17)

17 (17)

17 (17)

17 (17)

17 (17)

17 (17)

17 (17)

17 (17)

17 (17)

15 (14)

11 (10)

7 (6)

+20 ≥ 10 ≤150

-

-

-

27

-

-

-

-

-

-

-

-

0 ≥ 10 ≤150

-

-

-

-

27

-

-

-

-

-

-

-

27

27

-

-

-

27

27

40

40

-

-

-

+20 ≥150 ≤250

-

-

-

23

-

-

-

-

-

-

-

-

0 ≥150 ≤250

-

-

-

-

23

-

-

-

-

-

-

-

23

23

-

-

-

23

23

33

33

-

-

-

Impact11) 12) KV J

Temp -20 ≥ 10 ≤150 ºC

-20 ≥150 ≤250

5

6

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

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

Notes :

(Properties minima unless stated)

= FU rimming steel, FNFN =FN rimming steel notnot permitted, FF FF =FF fully killed steel, opt opt =opt at==manufacturers 1)FU FU = rimming = rimming steel, steel, = rimming = rimming steel steel not permitted, permitted, ==fully fully killed killed steel, steel, at manufacturers option option option permissible to to exceed thethe specified values provided thatthat for for each increase of 0.001% N the P P Itpermissible is permissible exceed to exceed the specified specified values values provided provided that foreach each increase increase ofof0.001% 0.001% N N the 2)It Itis is content is reduced by 0.005%; the N ofN the analysis shallshall notshall however exceed 0.012% content content is reduced is reduced by 0.005%; by 0.005%; the the ofNladle the of ladle the ladle analysis analysis not however not however exceed exceed 0.012% 0.012% for notapply apply theanalysis shows a minimum aluminium content of of Themax The maxvalue max value value for N Nfor does N does not not apply ififthe if analysis the analysis shows shows a minimum a minimum totaltotal aluminium total aluminium content content of 0.020% 3)The 0.020% or if sufficient other N other binding elements are present or if0.020% sufficient orother if sufficient N binding elements N binding are elements present are present sections > 100mm thickness the CC content byby agreement For For sections sections > 100mm > 100mm thickness thickness the the content C content agreement by agreement 4)For available inin thickness ≤25mm Only Only available available thickness in thickness ≤25mm ≤25mm 5)Only thickness > 150mm, the CC is is 0.20% max For For thickness thickness > 150mm, > 150mm, the the C 0.20% is 0.20% maxmax 6)For S355J0, S355J2G3, S355J2G4,S355K2G3 dandan S355K2G4, the the following additional Forsteels For steels steels S355J0, S355J0, S355J2G3, S355J2G3, S355J2G4,S355K2G3 S355J2G4,S355K2G3 dan S355K2G4, S355K2G4, the following following additional 7)For requirements can can be agreed at the of enquiry andand order: requirements requirements can be agreed be agreed at time the at time the time of enquiry of enquiry and order: order: (i) (i) the recording in the inspection documents of the Cr, Cu, Mo, Nb, Ni, Ti and V content aamax CCcontent ofof 0.18% forfor thickness ≤30mm theifproducts contain more than 0.02% Nb0.02% or 0.02% (ii) a(ii) max C content of 0.18% for thickness ≤30mm theif products contain more thanmore 0.02% Nb 0.02% or max content 0.18% thickness ≤if30mm the products contain than Nb or or0.02% 0.03% (ladle analysis) oranalysis) 0.03% Nb or 0.04% 0.05% (product analysis) Ti orTi0.03% V (ladle analysis) or 0.03% Nb or 0.04% TiNb orTi0.05% V (product analysis) TiVor 0.03% V (ladle or 0.03% oror0.04% TiVor 0.05% V (product analysis) (iii) (iii) a carbon equivalent value, see standard for details thickness > 150mm, CC = 0.23% max For thickness > 150mm, = 0.23% max 8)For yield strength and elongation values areare forfor longitudinal testtest pieces. ForFor plate, stripstrip andand widewide Tensile, yield strength and elongation values longitudinal pieces. plate, 9)Tensile, flatsflats withwith widths 600mm transverse test test pieces are applicable widths 600mm transverse pieces are applicable Notnormally normallyused usedfor forchannel, channel,angles anglesand andsections sections 10)Not Forsections sectionswith withaanominal nominalthickness thickness>>100mm 100mmthe thevalues valuesshall shallbe beagreed agreed 11)For three test testresults resultsshall shallmeet meetthe thespecified specifiedrequirement. requirement. One value may The average average value of three One value may be be below 12)The below minimum average value specified, provided it is notless lessthan than70% 70%ofofthe thevalue. value.VV==VV -- notch, notch, K = thethe minimum average value specified, provided it is not K = Keyhole notch (Charpy Test) Valuesin inparentheses parenthesesare aretransverse transversevalues values 13)Values length Lo L=o 80mm, other values for for Elongation values values for forthicknesses thicknesses 16 ≤40

> 40 ≤63

63 ≤100

R

325

20

276)

0

27

-20

27

-30

27

-40

27

225

22

25

> 16 ≤40

50B1)2)

215

22

25

> 40 ≤63

(1986)

205

22

25

18514)

2214)

2514)

≤16

20

0.203) 0.50

355

18

20

≤16

345

18

20

> 16 ≤40

> 63 ≤100

16 ≤40

22

25

> 40 ≤63

210

22

25

18514)

2214)

2514)

235

22

25

≤16 > 16 ≤40

≥12.5mm

27 50C1)2)

0.203) 0.50

1.50

0.050

(1986)

> 63 ≤100

355

18

20

≤16

345

18

20

> 16 ≤40

40 ≤63

R

325

18

20

> 63 ≤100

30514)

1814)

2014)

≥100 ≤15014) -20

27

≥12.5mm

245

22

25

> 16 ≤40

Section

240

22

25

> 40 ≤63

only

225

22

25

> 63 ≤100

275

20

22

≤16

43A

265

20

22

(1986)

255

20

22

245

20

22

22514)

2014)

2214)

275

20

22

43B

265

20

22

> 16 ≤40

Sections/

(1986)

255

20

22

> 40 ≤63

flat/round/

245

20

22

> 63 ≤100

square bars

Bars:

Bars:

22514)

2014)

2214)

≥100 ≤15014)

only

0.20]

275

20

22

≤16

55C1)13)

0.22

> 16 ≤40

0.21

0.18

0.50

0.50

1.50

1.50

0.050

0.050

-

-

-

-

AR

AR

AR

430/58013)

430/58013)

430/58013)

> 40 ≤100

50D1)2)

0.030

AR

355

18

20

≤16

~0.10

[Plates:

345

18

20

> 16 ≤40

AR or N]

340

18

20

> 40 ≤63

325

18

20

> 63 ≤100

30514)

1814)

2014)

355

18

20

≤16

345

18

20

> 16 ≤40

> 16 ≤40

340

18

20

> 40 ≤63

> 40 ≤63

325

18

20

> 63 ≤100

30514)

1814)

2014)

355

18

20

≤16 > 16 ≤40

-30

0.10 ~0.50] 50DD1)2)

-

-

≤16

50E1)2)3) 20

0

276)

27

(1990)

(1990)

0.040]

255

20

22

> 40 ≤63

include

245

20

22

> 63 ≤100

flat/round/

43D (1986)

AR

430/58013)

22514)

2014)

2214)

275

20

22

≤16

[Plates:

265

20

22

> 16 ≤40

0.040]

AR or N]

255

20

22

> 40 ≤63

245

20

22

> 63 ≤100

0.030

~0.10]

~0.10]

-

-

22514)

2014)

2214)

275

20

22

≤16

265

20

22

> 16 ≤40

Section

255

20

22

> 40 ≤63

only

245

20

2214)

> 63 ≤100

43DD (1990)

0.16

0.10

1.50

0.040

AR or N

430/58013)

~0.50

9

1.50

0.040

0.030

0.030

~0.10

~0.10

AR or N 490/6408)15)

0.184) 0.10

0.040

490/64010)

≥100 ≤15014)

0.030

0.030

AR or N

~0.10

~0.10

[Flats/

345

18

20

Round/

Round/

340

18

20

> 40 ≤63

Square

Square

325

18

20

> 63 ≤100

[Flats/

1.50

≥100 ≤15014)

~0.50

N] 0.60

1.60

0.040

0.030

0.030

AR

450

17

19

≤16

~0.10

~0.20

[Plates:

550/700

430

17

19

> 16 ≤25

AR or N]

415

17

19

> 25 ≤40

0

276)

square bars

≥100 ≤15014)

[Plates: [Plates: [Plates: 0.030

0.50

> 63 ≤100 ≥100 ≤15014)

(1986)

-

0.184)

(1986)

22

-

0.040

[Plates:

27

20

0.050

1.50

490/6408)15)

0.030

(1986)

265

1.50

0.184) 0.50

~0.10

≥100 ≤15014)

[Plates:

0.50

≥100 ≤15014)

N]

30C

0.18

490/6408)15)

AR [Plates:

≤16

-

≥100 ≤15014)

0.030

25

-

20

> 63 ≤100 14)

~0.10

22

0.050

18

> 40 ≤63

20 14)

0.030

260

1.60

20

18

~0.10

2514)

0.50

305

18 14)

N]

25

0.25

490/6408)15)

AR [Plates:

2214)

~0.50

≥100 ≤15014)

0.030

22

(1990)

20

> 63 ≤100 14)

~0.10

20514) 340/500

18

> 40 ≤63

20 14)

0.030

0

0.050

215

AR or N

20

18

~0.10

≤16

1.50

AR or N] -

18 14)

N]

276)

0.040] -

305

≥12.5mm

≥100 ≤15014)

25

0.040

N/mm2 200mm5) 5.65√So

[Plates:

(1986)

22

1.50

Energy

J

225

0.10

Test Temp.

-

[Plates:

0.16

Impact KCV12)

ºC

[Plates:

40DD

Range

Treat-

mm

2514)

25

Size

Gauge Length

%

≤16

25

22

El % on

20

2214)

7)

Yield

18

22

235

Tensile

355

50A1)

18514)

225

AR

Grade

235

215

-

Energy

235

0.040]

-

Test

Chemical Composition

Temp.

N/mm2 200mm5) 5.65√So

[Plates:

0.050

(Properties minima unless stated)

Impact KCV12)

-20

27

≥100 ≤15014) -30

27

Notes : 1) 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. 2) 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. 3) For materials in grades 50B and 50C over 16mm thick a maximum carbon content of 0.22% for ladle is permitted. 4) For material in grades 50D, 50DD and 50E over 16mm thick, a maximum carbon content of 0.20% for ladle is permitted. 5) Up to and including 9mm thick, 16% for grades 40 and 43 and 15% for grades 50 and 55. 6) Verification of the specified impact value is by agreement only. 2 Minimum yield strength 230 N/mm2 for material up to and including 19mm thick. 7)m 2 2 Minimum tensile strength 480 N/mm for material over 63mm thick (63mm up to and including 100mm for plates). 8)m 9) To maximum thickness of 19mm. 2 2 Minimum tensile strength of 480 N/mm for materials over 16mm up to 100mm thick. 10)m 11) “AR” - as rolled, “N” - normalized. 12) Maximum thickness for plate is 100mm, KCV = Charpy V Notch. 2 2 For Plates : Minimum tensile strength 410 N/mm for material over 100mm thick. 13)m 14) Apply to Plates only. 2 2 For Plates : Minimum tensile strength 460 N/mm for material over 63mm up to and including 100mm. 15)m

10

General Structural Steels Din 17100 - EN 10025

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

Chemical Composition %

Added C P

S

N

2)

Nitrogen

Treat-

thickness

ment1)

t (mm)

Tensile

Upper yield stress

Elongation

Bending

(transverse)

(transverse)

test (180º)

(transv.)

(Lo = 5 do)

>16 >30 >40 >63

(transverse)

AI total)

Grade

thickness

thickness

thickness

t (mm)

t (mm)

t (mm)

t (mm)

≥3

>16 >40 >63 >80

≥3 >40 >63

< 3 ≤100 ≤16 ≤40≤63 ≤80 ≤100 ≤40≤63 ≤100 N/mm2

(Maximum)

Charpy Impact Test Yield Stress

ISO-V longitudinal

thickness

t (mm)

0.02%

≤16 ≤30 ≤40 ≤63 ≤100

Chemical Composition %

Impact test5)

(a specimen)

elements thickness (e.g. min.

Mechanical Properties

Strength

binding Grade

(Properties minima unless stated)

Mechanical Properties

≥3

>63 Treatec Test

≤63 ≤100

state4) Temp ºC

P

S

CE2)

>63

maximum

≤63 ≤100

AS/NZS 3679. 1-250

%

Mn

Strength

8)9)

(for thickness > 8mm) Test

Absorbed Energy

Temp

J

thickness t (mm)

mandrel

N/mm2

Si

Elongation

MPa

≥10>16 ≤16

C

Tensile

0.25 0.40

-

0.04 0.04 0.43

t ≤12

12 > t > 40

260

250

t ≥ 40MPa 230

410

-

-

-

-

-

-

-

-

-

-

310 290 185 175 to

-

-

-

16

-

-

3.5 t

-

U, N

-

-

0.17 0.20 0.20 0.20 0.20 0.050 0.050 0.009

-

U

0.17 0.20 0.20 0.20 0.20 0.050 0.050 0.007

-

of 3 Tests

Test

-

-

-

-

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

J

-

-

-

24

23

22

2t

2.5 t

U, N

+20

27

-

AS/NZS 3679. 1-250L0 0.20 0.40 1.50 0.04 0.04 0.42

260

250

230

410

22

0

t < 11 11 ≤t ≤17 17 < t < 40 t ≥ 40

BHP-300 PLUS10)

to

360 340 235 225 215 205 195 to

mm2

ºC

0.25 0.50 1.60 0.04 0.04 0.44

320

300

280

280

440

22

-

510 470 USt 37-2

Piece

(≤25)

360 340 235 225 215 205 195 to

Individual

%

540 St 37-2

Test

Average

22

diameter St 33

Size of

24

23

22

2t

2.5 t

U, N

+20

27

-

-

BHP-300 PLUSL010)

0.25 0.50 1.60 0.04 0.04 0.44

320

300

280

280

440

22

0

to

-

-

-

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

-

-

-

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

510 470

AS/NZS 3679. 1-350 RSt 37-2

R

0.17 0.17 0.17 0.20 0.20 0.050 0.050 0.009

-

360 340 235 225 215 215 215 to

24

23

22

1.5 t

2t

U, N

+20

27

27

RR

0.17 0.17 0.17 0.17 0.17 0.040 0.040

-

yes

AS/NZS 3679. 1-350L0 0.22 0.50 1.60 0.04 0.04 0.45

R

0.21 0.21 0.21 0.22 0.22 0.050 0.050 0.009

-

430 410 275 265 255 245 235 to

24

23

1.5 t

2t

20

19

20

U

±0

27

27

23

18

3t

3.5 t

N

-20

27

27

23

U, N

+20

27

27

-

19

18

3t

3.5 t

U

±0

27

27

23

18

17

16

-

-

N

-20

27

27

23

U, N

-

-

-

-

20

19

18

3t

3.5 t

U

±0

27

27

23

14

13

12

-

-

N

-20

27

27

23

U, N

-

-

-

-

10

9

8

-

-

U, N

-

-

-

-

to

580 540 St 44-3

RR

0.20 0.20 0.20 0.20 0.20 0.040 0.040

-

yes

430 410 275 265 255 245 235 to

to

580 540 St 50-2

R

-

-

-

-

-

0.050 0.050 0.009

-

490 470 295 285 275 265 255 to

to

660 610 St 52-33)

RR

0.20 0.20 0.22 0.22 0.22 0.040 0.040

-

yes

510 490 355 345 335 325 315 to

to

680 630 St 60-2

R

-

-

-

-

-

0.050 0.050 0.009

-

590 570 335 325 315 305 295 to

to

770 710 St 70-2

R

-

-

-

-

-

0.050 0.050 0.009

-

690 670 365 355 345 335 325 to

340

330

480

20

-

360

340

340

330

480

20

0

to

510 470 St 44-2

340

to

360 340 235 225 215 215 215 to

360

-

510 470 St 37-3

0.22 0.50 1.60 0.04 0.04 0.45

to

900 830

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%

11

Notes : 1) Grain refining elements, i.e. aluminium and titanium may be added, provided that the total content does not exceed 0.15% 2) Carbon Equivalent (CE) is calculated from the equation: + Cr + Mo + V + Ni + Cu CE = C + Mn 6 5 15 3) The following elements may be present to the limits stated, subject to a total content of 1.00% 0.50% a) Copper 0.50% b) Nickel 0.30% c) Chromium 0.10% d) Molybdenum 4) For Grades BHP-300PLUS and 300PLUSL0 the following are not considered as micro alloying elements a) Niobium 0.010% max b) Vanadium 0.030% max c) Titanium 0.040% max d) Niobium plus Vanadium 0.030% max 5) Except for sections and bars as in Note 6, micro-alloying elements are not permitted in grades BHP-300PLUS and 300PLUSL0 6) For 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 certificates 7) For 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% √So Gauge length = 5.65√So 8)SSo oisis the cross-sectional area of the test piece before testing 9) BHP grade 300PLUS™ has replaced AS 3679.1-250 as the base grade for BHP Steel section 10) 300PLUS™ is a trademark of the Broken Hill Proprietary Co. Ltd

12

Structural Steel Sections AS/NZS 3678 : 1996

JIS G3101 : 1995 Rolled Steels for General Structure (Properties minima unless stated)

(Properties minima unless stated) Chemical Composition %

Mechanical Properties Chemical Composition % Charpy Impact Test Yield Stress C

Grade

Si

Mn

P

S

Cr

Ni

Cu

Ai2)

Ti

CE3)

MPa

Tensile ElongaStrength

thickness t (mm)

Grade

(for thickness > 8mm)

tion

Test

Absorbed Energy

Size of

7) 8) 9)

Temp

J

Test

Average Individual

Piece

≤8 > 8 > 12 > 20 > 50 > 80 MPa

%

ºC

of 3 Tests

Test

mm2

0.10 0.04 0.25 200 200 N.A N.A N.A N.A

300

24

-

-

-

-

1)

0.10 0.04 0.44 280 260 250 250 240 230

410

22

-

-

-

-

1)

0.10 0.04 0.44 280 260 250 250 240 230

410

22

-15

0.10 0.04 0.48 360 360 350 340 340 330

450

20

-

≤12 ≤20 ≤50 ≤80 ≤150 0.15

0.35 0.6

0.03 0.030

1)

250

0.22

0.55 1.7

0.04 0.035

1)

1)

250L15

0.22

0.55 1.7

0.04 0.035

1)

1)

350

0.22

0.55 1.7

0.04 0.035

1)

350L15

0.22

0.55 1.7

WR350

0.14

0.15 1.7 0.055 0.035 ~0.75

WR350L0 0.14

0.04 0.035

~0.16

0.15 1.7 0.055 0.035 ~0.75

~0.16

1)

1)

1)

1)

0.35 0.55 ~1.05 0.35 0.55 ~1.05

1)

1)

1)

0.10 0.04 0.48 360 360 350 340 340 330

0.15 0.10 0.04

-

340 340 340 340 N.A N.A

450

20

-15

450

20

-

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

-

-

-

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

-

-

-

~0.50 0.15 0.10 0.04 ~0.50

340 340 340 340 N.A N.A

450

20

0

27

20

10 x 10

22

16

10 x 7.5

18

13

10 x 5

maximum

C

Mn

-

-

P

S

0.05 0.05

Tensile

N/mm2

strength

Thickness t

Test

Elongation

mm

Piece

%

Thickness t (mm) t ≤16 16 < t ≤40 t > 40 205

195

175

N/mm2

SS 330

Steel

(SS 34)

plates

to

330

and

430

sheets,

maximum (minimum)

200

Steel Product

Yield Stress

Angle Steel plates and sheets,

26

180º

Test

Radius Piece 0.5t

No. 1

(thickness)

t ≤5

21

coils and flats.

flat and

5 < t ≤16

bars

Steel plates and sheets, No. 1A

26

coils and flats. 16 < t ≤50 Steel plates and sheets,

No. 4

28

No. 2

25

coils and flats. t > 40 Steel bars t ≤25 in

180º

No. 2

ter)

distance across flats Steel bars t ≤25 in

0.5t (diame-

diameter, side or

No. 3

30

No. 5

21

diameter, side or distance across flats

SS 400

Steel

-

-

0.05 0.05

245

235

215

400

(SS 41)

plates

to

and

510

sheets, coils,

180º

1.5t

No. 1

(thick-

coils and flats.

ness)

t ≤5

17

coils and flats.

sections,

Notes :

Steel plates and sheets,

Steel plates and sheets, No. 1A

5 < t ≤16

flat and

Steel plates and sheets, No. 1A

bars

21

coils and flats. 16 < t ≤50

1) The following elements may be present to the limits stated, subject to a total content of 1.00%: a) Cooper b) Nickel c) Chromium d) Molybdenum 2) Limits specified are for acid soluble or total Aluminium 3) Carbon Equivalent (CE) is calculated from the equation:

Steel plates and sheets,

No. 4

23

No. 2

20

coils and flats. t > 40 Steel bars t ≤25 in

180º

1.5t

No. 2

(diame-

diameter, side or

ter)

distance across flats Steel bars t ≤25 in

4) N.A. Indicated material is not available in these thicknesses 5) For AS/NZS 3678 grades 200, 250 and 250L15: Niobium: 0.010% maximum Niobium + Vanadium: 0.030% maximum 6) For AS/NZS 3678 grades 350, 350L15, WR350 and WR350L0: Vanadium : 0.10% maximum Niobium + Vanadium + Titanium = 0.15% maximum Gauge 7)5.65√ Solength = 5.65√So 8)SSoo is the cross-sectional area of the test piece before testing 9) Elongation need not be determined for floorplate 10) For grade 250, the minimum tensile strength requirement does not apply to materia under 6mm thick

No. 5

coils and flats.

Steel plates and sheets, No. 1A

coils,

Bendability Bending Inside

No. 3

24

No. 5

19

diameter, side or distance across flats

SS 490

Steel

-

-

0.05 0.05

285

275

255

490

(SS 50)

plates

to

and

610

sheets,

Steel plates and sheets,

2.0t

No. 1

(thickness)

t ≤5 Steel plates and sheets, No. 1A

coils,

180º

coils and flats.

15

coils and flats.

sections,

5 < t ≤16

flat and

Steel plates and sheets, No. 1A

bars

19

coils and flats. 16 < t ≤50 Steel plates and sheets,

No. 4

21

No. 2

18

coils and flats. t > 40 Steel bars t ≤25 in

diameter, side or distance across flats

13

14

2.0t ter)

distance across flats Steel bars t ≤25 in

180º

(diame-

diameter, side or

No. 3

21

No. 2

(Properties minima unless stated)

Yield Stress

Tensile

maximum

N/mm2

strength

Steel

Grade

Product

C

Mn

P

S

Thickness t

Test

Elongation

mm

Piece

%

Thickness t (mm) t ≤16 16 < t ≤40 t > 40

SS 540 Steel plates 0.30 1.60 0.04 0.04

400

390

-

N/mm

(Properties minima unless stated)

Bending Inside

2

Angle

540

No. 5

Steel plates and sheets,

(SS 55) and sheets,

16

180º

Steel plates and sheets, No. 1A

flat 40 mm

coils, flats and sections

or under in

5 < t ≤16

thickness

Steel plates and sheets, No. 1A

and steel

coils, flats and sections

2.0t

No. 1

diameter,

Applicable

Thickness

Products

t mm

17

and flat

N/mm

t ≤16

SM400B Steel plate,

C

Si

0.23

-

No. 2

13

180º

2.0t

No. 2

or distance

Steel bars t ≤25 in

-

0.20

2

P

S

and flat

Thickness 2)

t mm

2.5 x C 0.035 0.035 245

≤200

2.5 x C 0.035 0.035 245

50 < t ≤200 0.22

SM400C Steel plate,

t ≤100

0.18

0.35

1.40

0.035 0.035 245

Chemical Composition % t

C

mm SPHC SPHD

Comercial

Mn

P

S 2

maximum

1.2 ≤t ≤14 0.15 0.60 0.050 0.050

Drawing

Tensile

1.2 ≤t ≤14 0.10 0.50 0.040 0.040

SPHE Deep Drawing 1.2 ≤t ≤6 0.10 0.50 0.030 0.035

215

205

195

≤200 t ≤5

5

23

5 < t ≤16

1A

18

235

215

215

205

195

16 < t ≤50

1A

22

t > 40

4

24

t ≤5

5

23

5 < t ≤16

1A

18

at

16 < t ≤50

1A

22

0ºC

t > 40

4

24

t ≤5

5

23

235

215

215

205

195

400

235

215

215

205

195

235

215

215

-

-

to 510

at

22

0ºC

t > 40

4

24

t ≤5

5

22

5 < t ≤16

1A

17

16 < t ≤50

1A

21

t > 40

4

23

t ≤5

5

22

5 < t ≤16

1A

17

at

16 < t ≤50

1A

21

0ºC

t > 40

4

23

t ≤5

5

22

coil, and

5 < t ≤16

1A

17

at

section

16 < t ≤50

1A

21

0ºC

t > 40

4

23

t ≤5

5

19

5 < t ≤16

1A

15

16 < t ≤50

1A

15 27 at

t > 40

4

21

0ºC

t ≤5

5

19

27

5 < t ≤16

1A

15

at

16 < t ≤50

1A

15

0ºC

t > 40

4

21

t ≤5

5

19

5 < t ≤16

1A

15

at

16 < t ≤50

1A

15

0ºC

1)

(Properties minima unless stated) 1) Tensile Bendability

%

Piece

Angle

thickness t (mm)

Piece

N/mm

< 1.6

< 2.0

< 2.5

< 3.2

< 4.0

270

27

29

29

29

31

33 35

35 37

31

37

39

39

41

180º No. 5 In rolling direction

≤3.2

> 3.2

Flat on

0.5t

it self -

-

-

-

-

SM490A Steel plate,

t ≤16

0.20

0.55

1.60

0.035 0.035 325

315

295

295

285

275

(SM 50A) coil, section and flat

50 < t ≤200 0.22

0.55

1.60

0.035 0.035 325

315

295

295

285

275

(SM 50B) Steel plate,

t ≤16

0.18

0.55

1.60

0.035 0.035 325

315

295

295

285

275

coil, section and flat SM490C Steel plate,

SM490YA Steel plate,

50 < t ≤200 0.20 t ≤100

t ≤100

0.18

0.20

0.55

1.60

0.035 0.035 325

315

295

295

285

275

0.55

1.60

0.035 0.035 325

315

295

295

-

-

0.55

1.60

0.035 0.035 365

355

335

325

-

-

(SM50YA) coil, section SM490YB and flat

t ≤100

0.20

0.55

1.60

0.035 0.035 365

355

335

325

-

-

(SM50YB) SM520B Steel plate, No. 3

t ≤100

0.20

0.55

1.60

0.035 0.035 365

355

335

325

-

490

610

to 610 -

490 to

-

610

-

and flat

In rolling

520

direction SM520C Steel plate,

t ≤100

0.20

0.55

1.60

0.035 0.035 365

355

335

325

-

-

to

-

640

section

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 Elongation % (minimum)

Strength

Tensile Surface

thickness t (mm)

Test

Remarks

N/mm2 1)

< 0.40 (32)

1)

< 0.60 (34)

1)

< 1.0

< 1.6

< 2.5

1)

1)

1)

(36)

(37)

(38)

(39)

1)

No. 5 in

SPCC

270

34

36

38

39

40

41

SPCC

270

36

38

40

41

42

43

Dull Finish

Grade

rolling

As-annealed

Bending Inside Angle

A

with a roll roughened its

Standard temper S

surface mechanically or

grade

chemically

HRB

HV

-

-

No. 3

180º

Flat on

in

it self

rolling

1/8 hard

8 4

0.5 t

65 to 80 115 to 150

Finish

1.0 t

74 to 89 135 to 185

with a roll finished its

1/2 hard

2

surface smoothly

full hard

1

direction 50 to 71 95 to 130

-

-

85 min.

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.

15

Steel plate,

t ≤100

0.18

0.55

1.60

0.035 0.035 460

450

430

420

-

-

570

-

t > 40

4

21

t ≤16

5

27

47

-

47

19

47

coil, and

to

t > 16

5

26

at

section

720

t > 20

5

20 -5ºC

Remarks :

Test

Radius Piece

Bright C A smooth finish produced 1/4 hard

direction

SM570

-

Bendability

& Symbol

D A matt finish produced

(Properties minima unless stated) Hardness

Temper

Finish

(min.) 0.25 ≤t 0.40 ≤t 0.60 ≤t 1.0 ≤t 1.6 ≤t 2.5 ≤t Piece & Symbol

(270)

to

(SM53B) coil, section

Notes :

SPCC

490

SM490B

coil, and

Grade Tensile2)

47

1A

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

33

27

16 < t ≤50

Test

31

only) -

section

Inside Radius

270

(for t > 12

distance across flats

Bending

32

No.

18

Test

30

Temp.

mm

1A

thickness t (mm)

270

at Test

5 < t ≤16

Elongation

Strength1)

Piece

coil, and

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

2)

diameter, side or

(Reference to all tables below shall be made to JIS Handbook, Ferrous Materials & Metallurgy II, 1998) 1) Steel bars include bar-in-coils. 2) Alloying elements other than those given in table may be added as necessary. 3) The values given in Table 3 shall not be applied to the both ends of the steel coil. 4) The yield point or yield strength for the product SS330, SS400 and SS490 over 100 mm in thickness, diameter, side 2 or distance across flats shall be 165 N/mm2 or over and 245 N/mm2, respectively. mmlength 5) 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%. 6) No. 3 test piece may be used for the bend test for steel product 5 mm or under in thickness.

Quality

Test

t

215

Remarks :

Grade

Thickness

≤75 ≤100 ≤160

1.40

17

Energy, J

235

1)

0.35 0.60 to 0.035 0.035 245

Charpy Elongation %

≤40 1)

140

ter) No. 3

2

N/mm

≤16 16 < t 40 < t 75 < t 100 < t 160 < t ≤100 100 < t

0.35 0.60 to 0.035 0.035 245

(SM 41B) coil, section

(diame-

distance across flats

Mn

min. 50 < t ≤200 0.25 t ≤16

Tensile

Thickness t2) mm

min.

diameter, side or

flats

(maxima unless stated)

(SM 41A) coil, section

side length

across

Grade

SM400A Steel plate,

Steel bars t ≤25 in

or under in

Yield Stress

13

16 < t ≤40

bars 40 mm

Chemical Composition %

Radius Piece

ness)

t ≤5

coils,

Test

(thick-

coils, flats and sections

sections and

JIS G3106 : 1995 - Rolled Steels for Welded Structure

Bendability

Test Piece No. 4 in Rolling Direction

Chemical Composition %

1) 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. 2) Alloying elements other than those given in table may be added as necessary. 3) 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. 4) Carbon equivalent (%) CEV = C +

Mn Si Ni Cr Mo V + + + + + 6 24 40 5 4 14

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

5) Chemical compostion on sensitivity of welding crack (%) 50 ≤t CSW = 0.28 max. 50 ≤t ≤100 CSW = 0.30 max. Si Mn Cu Ni Cr Mo V CSW = C + + + + + + + + 5B t > 100 CSW = To be agreed 30 20 20 60 20 20 10 6) Table does not apply to both ends of steel coils. 7) 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%. 8) 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. Notes : 1) The value of carbon herein is the actual cast analysis value. 2) As to the term "thickness t mm" for section, it means the thickness at the position where the test piece(s) is taken.

16

JIS G3136 : 1994 - Rolled Steels for Building Structure

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

Yield Stress

Yield Ratio %

Elongation %

(Maximum)

Test Piece No.

HOT-rolled sheet coils

(Properties minima unless stated) Bendability (Bending Angle 180º)

t

C

Si

Mn

P

Thickness

Thickness

t mm

t mm

S

mm

1)

≤40 40 ≤t 6 ≤t 12 < t = 16 16 < t 40 < t ≤100 < 12 < 16 SN 400 A 6 < t ≤100 0.24 SN 400 B 6 < t ≤50 5)

CSW =0.26

-

-

0.05 0.05

-

-

235

0.20 0.35 0.6 0.03 0.015 0.36 0.36 235

5)

to

1.4

355

5)

5)

SN 490 B 6 < t ≤50

235

to 355 2)

215

to

to

355

335 215

400

to

to

to

1.4

355

355

355

335

510

N.A.

2352) 235

215

to

to

to

1.4

355

355

335

235

215

to

to

to

1.4

355

355

335

325

295

to

to

445

415

325

295

to

to

445

415

325

295

to

to

to

to

510

445

445

415

325

295

325

2)

to

CSW5)=0.29 SN 490 C 16 < t ≤50 0.18 0.55 1.6 0.02 0.008 0.44 0.46 N.A.

325

2)

445 2)

325

to

to

445

445

N.A.

325

5)

CSW =0.29 50 < t ≤100 0.20 0.55 1.6 0.02 0.008 0.44 0.46 N.A.

325 to

445 50 < t ≤100 0.20 0.55 1.6 0.03 0.015 0.44 0.46 325

235

N.A.

325

2)

2)

2)

to

to

to

445

445

415

t ≥3.0

Elongation

Test

%

Piece

2

2

Z60

less

Z60

N/mm

N/mm

1

2

2

2

2

2

-

-

-

SGH340 1.60 < t < 6.0 Structural

1

1

2

1

1

2

2

2

3

245

340

20

6 ≤t 12 < t = 16 16 < t 40 < t 6 ≤t 16 < t 40 < t t > 12

SGH400 1.60 < t < 6.0 Structural

2

2

2

2

2

2

3

3

3

295

400

18

< 12 < 16

only)

SGH440 1.60 < t < 6.0 Structural

3

3

3

3

3

3

3

3

3

335

440

-

SGH490 1.60 < t < 6.0 Structural

3

3

3

3

3

3

3

3

3

365

490

SGH540 1.60 < t < 6.0 Structural

3

3

3

3

3

3

3

3

3

400

540

t mm

t mm

(for

≤40 ≤100 ≤16 ≤50 ≤100 -

-

-

803)

803)

-

3)

3)

80

80

17 18

21 22

at 0ºC

23

less

Tensile Strength

less

1)

J

Yield Stress

2

Thickness

SGHC

(minimum)

80

N.A. N.A.

80

803)

80

3)

-

N.A.

80

3)

-

N.A.

80

3)

80

80

80

80

80

80

18

18

18

22

22

22

N.A. N.A.

80

80

3)

24

80

17

21

23

80

80

17

21

23

3)

80

80

80

17

17

21

21

27

16

23

Symbol

Nominal

of Grade

Thickness

23

Notes : 1) In the case of steel section, its thickness shall be as given in the following (i) For the H section, the dimension t2 in Table 12 shall be applied t2 (ii) For the angle, bulb flat and T sections, the dimension t or t2 in Table 11 shall be applied t2 (iii) For the I section and channel, the dimension t1 in Table 11 shall be applied t2 2) For the H section, when the thickness t1 given in Table 12 is 9mm or less, the upper limit of the yield point or proof t1 stress shall not be applied. 3) For the H section, when the thickness t1 given in Table 12 is 9mm or less, the upper limit of the yield ratio shall be 85%

V Si Mn Cu Ni Cr Mo CSW = C + + + + + + + + 5B 30 20 20 60 20 15 10

Quality

t < 1.6

1.6 ≤t < 3.0

Elongation % (minimum)

t ≥3.0

Yield

Tensile

Nominal Thickness (mm)

Test

Z27 or Z35 Z45, Z27 or Z35 Z45, Z27 or Z35 Z45, Stress Strength ≥0.25 ≥0.40 ≥0.60 ≥1.0 ≥1.6 ≥2.5 less

2 Z60 N/mm

N/mm2

Z60

less

Z60

less

0.25 < t < 3.2 Comercial

1

1

2

1

2

2

2

2

2

-

-

-

-

-

-

-

-

SGCH

0.11 < t < 1.0 Comercial

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

1

-

-

1

-

-

-

-

-

-

270

-

34

36

37

38

-

0

-

-

0

-

-

-

-

-

-

270

-

36

38

39

40

-

SGCD1

1) 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-UT 2) Alloying elements other than those given in table may be added as necessary. 3) 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. 4) N.A. = Not Applicable. (Reference to all tables below shall be made to JIS Handbook, Ferrous Materials & Metallurgy II, 1998)

5) Chemical composition on sensitivity of welding crack %

(Properties minima unless stated)

SGCC

Piece

< 0.40 < 0.60 < 1.0 < 1.6 < 2.5

0.40 < t < 2.3 Drawing Class 1

SGCD2

No. 5

0.40 < t < 2.3 Drawing

in

Class 2 SGCD3

rolling

0.60 < t < 2.3 Drawing

0

-

-

0

-

-

-

-

-

-

270

-

38

40

41

42

-

SGC340 0.25 < t < 3.2 Structural

1

1

2

1

1

2

2

2

3

245

340

20

20

20

20

20

20

SGC400 0.25 < t < 3.2 Structural

2

2

2

2

2

2

3

3

3

295

400

18

18

18

18

18

18

SGC440 0.25 < t < 3.2 Structural

3

3

3

3

3

3

3

3

3

335

440

18

18

18

18

18

18

365

490

16

16

16

16

16

16

560

570

-

-

-

-

-

-

direction

Class 3

SGC490 SGC570 0.25 < t < 2.0 Structural

-

-

-

-

-

-

-

-

-

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 & Coils Type of

4) Carbon equivalent (CEV) % = C + Mn + Si + Ni + Cr + Mo + V 6 5 4 14 24 40

direction

hard class

24

80

80

in rolling

Bendability (Bending Angle 180º)

24

400 N.A. N.A.

No. 5

24

Notes :

17

1.6 ≤t < 3.0 Z60

N.A. N.A.

to 0.18 0.55 1.6 0.03 0.015 0.44 0.46 325

N.A.

2)

t < 1.6

Z27 or Z35 Z45, Z27 or Z35 Z45, Z27 or Z35 Z45,

COLD-reduced sheet coils

235

to

Quality

1

-

4

Thickness

1

1)

1A

Nominal

of Grade

1.60 < t < 6.0 Comercial

Thickness

-

to

CSW5)=0.29

CSW5)=0.29

235

2)

215

to

50 < t ≤100 0.22 0.35 0.6 0.02 0.008 0.36 0.36 N.A. CSW =0.26

235

to

SN 400 C 16 < t ≤50 0.20 0.35 0.6 0.02 0.008 0.36 0.36 N.A. CSW =0.26

235

2352) 2352) 235

to

50 < t ≤100 0.22 0.35 0.6 0.03 0.015 0.36 0.36 235 CSW =0.26

235

≤40 ≤100

1A

Symbol

Energy

Symbol of

Coating coating mass on both surface

Non-alloyed

Grade

Charpy

Average coating

Min. coating mass Type of

mass in triple-spot

at a single spot

test on both surfaces

on both surfaces

Symbol of

Coating coating mass on

Average coating

Min. coating mass Type of

Symbol of

mass in triple-spot

at a single spot

both surface

test on both surfaces

on both surfaces

both surface

Average coating

Coating coating mass on

Min. coating mass

mass in triple-spot

at a single spot

test on both surfaces

on both surfaces

(Z06)1)

(60)1)

(51)1)

Z22

220

187

(F04)1)

(40)1)

(34)1)

Z08

80

68

Z25

250

213

F06

60

51

Z10

100

85

Z27

275

234

F08

80

68

Z12

120

102

Z35

350

298

F10

100

85

Z18

180

153

Z45

450

383

F12

120

102

Z20

200

170

Z60

600

510

(F18)1)

(180)1)

(153)1)

Alloyed

N/mm2

Non-alloyed

CEV4)

(Test Piece No. 4 in Rolling Direction)

(Maximum) Thickness

Tensile Strength N/mm

2

Chemical Composition %

Notes : 1) Symbol and values in parentheses may be applied by agreement between the purchaser and manufacturer Remarks : 1. Coating mass symbol Z35, Z45, Z60, F10, F12, and F18 are not applicable to Drawing quality, classes 1, 2 and 3. 2. 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. 3. 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. 4. The maximum coating mass on both surfaces may be agreed upon between the purchaser and manufacturer 5. Non-alloyed coating shall be unoiled (symbol 'X'), alloyed coating shall be oiled (symbol 'O')

Coating Mass Constant for Mass Calculation Coating Mass Symbol Coating Mass Constant

Z06

Z08

Z10

Z12

Z18

Z20

Z22

Z25

Z27

Z35

Z45

Z60

F04

F06

F08

F10

0.090 0.120 0.150 0.183 0.244 0.285 0.305 0.305 0.381 0.458 0.565 0.722 0.060 0.090 0.120 0.150 2

2

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

18

F12

F18

GB700 - 88 : Standard of Carbon Structural Steel, China

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M

Thickness t (mm)

Strength

Grade

(Maximum) C

Mn

Si

P

S

t ≤6 16 < t 40 < t 60 < t 100 < t 150 < t ≤40

≤60

≤100

≤150

A

to

to

185

-

-

-

Test

≤40

≤60

≤100

≤150

32

-

-

-

Absorption Energy

ºC

J

-

-

315 0.30 0.050 0.045

195

-

to 390

0.09 0.25

335

to

Impact Test

Thickness t (mm)

2

0.12 0.50

to

Charpy V-Notch

(minimum)

t ≤6 16 < t 40 < t 60 < t 100 < t 150 < t Temp. N/mm

0.06 0.25 Q195 -

Elongation %

0.30 0.050 0.045

215

205

195

185

175

165

to

0.15 0.55

410

0.09 0.25

335

33

31

30

29

28

27

-

26

-

to

to

0.30 0.045 0.045

215

205

195

185

175

165

0.15 0.55

to

to

235

225

215

205

195

185

to

31

30

29

28

27

26

20

27

to

26

25

24

23

22

21

-

-

26

25

24

23

22

21

20

27

26

25

24

23

22

21

0

27

26

25

24

23

22

21

-20

27

24

23

22

21

20

19

-

-

24

23

22

21

20

19

20

27

20

19

18

17

16

15

-

-

460

0.12 0.30 to

lb/ft 335 290 262 230

W 44 X 12 (1100 x 300)

424.1 369.1 333.4 294.7

285 248 224 198

1118 1108 1100 1090

44.02 43.62 43.31 42.91

305.0 302.0 300.0 300.0

12.01 11.89 11.81 11.81

26.0 22.0 20.0 18.0

1.02 0.87 0.79 0.71

45.0 40.0 36.0 31.0

1.77 1.57 1.42 1.22

545.0 471.0 425.0 374.0

W 40 X 18 (1000 x 450)

488.1 443.5 398.8 363.1 328.9 285.7

328 298 268 244 221 192

1016 1008 1000 992.0 982.0 970.0

40.00 39.69 39.37 39.06 38.66 38.19

455.0 453.0 451.0 450.0 450.0 450.0

17.91 17.83 17.76 17.72 17.72 17.72

23.0 21.0 19.0 18.0 18.0 18.0

0.91 0.83 0.75 0.71 0.71 0.71

44.0 40.0 36.0 32.0 27.0 21.0

1.73 1.57 1.42 1.26 1.06 0.83

622.0 565.0 509.0 463.0 418.0 364.0

W 40 X 16 (1000 x 400)

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

655 593 531 480 436 397 362 324 297 277 249 215 199 174

1108 1092 1075 1062 1050 1040 1030 1020 1012 1008 1000 990.0 982.0 970.0

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

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

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

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

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

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

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

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

W 40 X 12 (1016 x 305)

534.3 486.7 437.5 392.9 349.7 314.0 272.3 248.5 221.7

359 327 294 264 235 211 183 167 149

1046 1036 1026 1016 1008 1000 990.1 980.2 970.3

41.18 40.79 40.39 40.00 39.69 39.37 38.98 38.59 38.20

311.4 308.5 305.4 303.0 302.0 300.0 300.0 300.0 300.0

12.26 12.15 12.02 11.93 11.89 11.81 11.81 11.81 11.81

33.0 30.0 26.9 24.4 21.1 19.1 16.5 16.5 16.0

1.30 1.18 1.06 0.96 0.83 0.75 0.65 0.65 0.63

58.9 541 49.0 43.9 40.0 35.9 31.0 26.0 21.1

2.32 2.13 1.93 1.73 1.57 1.41 1.22 1.02 0.83

680.0 619.0 556.0 500.0 445.0 400.0 346.0 316.0 282.0

W 36 X 16½ (914 x 419)

1188 967.4 784.3 653.3 584.9 534.3 488.1 446.5 416.7 386.9 364.6 342.3

798 650 527 439 393 359 328 300 280 260 245 230

1066 1028 996.0 972.0 960.1 950.0 942.0 933.2 927.6 921.0 916.4 911.9

41.97 40.47 39.21 38.27 37.80 37.40 37.09 36.74 36.52 36.26 36.08 35.90

457.0 446.0 437.0 431.0 427.5 425.0 422.0 423.0 421.5 420.4 419.4 418.3

17.99 17.56 17.20 16.97 16.80 16.73 16.61 16.65 16.59 16.55 16.51 16.47

60.5 50.0 40.9 34.5 31.0 28.4 25.9 24.0 22.5 21.3 20.3 19.3

2.38 1.97 1.61 1.36 1.22 1.12 1.02 0.94 0.89 0.84 0.80 0.76

109.0 89.9 73.9 62.0 55.9 51.1 47.0 42.7 39.9 36.6 34.3 32.0

4.29 3.54 2.91 2.44 2.20 2.01 1.85 1.68 1.57 1.44 1.35 1.26

1514 1231 997.7 831.9 745.8 680.0 621.0 570.0 532.0 493.0 465.0 436.0

375 0.30 0.045 0.045

235

225

215

205

195

185

0.20 0.70

to 460

Q235 0.35 C 0.18

to

375 0.30 0.040 0.040

235

225

215

205

195

185

0.80

to

235

225

215

205

195

185

to

to 460

0.18 0.40 to

410 0.03 0.050 0.045

255

245

235

225

215

205

0.282 0.70

to 510

Q255 0.18 0.40 B

to

to

255

245

235

225

215

205

to

to 510

0.28 0.50 to

Thickness

mm 26.0 22.0 20.0 18.0

in 1.02 0.87 0.79 0.71

Flange T mm in 45.0 1.77 40.0 1.57 36.0 1.42 31.0 1.22

Web t

Area of Section cm2 635.2 551.2 497.0 436.5

410 0.30 0.045 0.045

0.282 0.70

Q195 -

Width of Section B mm in 405.0 15.94 402.0 15.83 400.0 15.75 400.0 15.75

375 0.30 0.035 0.035

0.80

A

to 460

0.35 D 0.17

Unit Weight

375 0.03 0.050 0.045

0.22 0.65

B

kg/m 498.6 431.6 389.9 342.3

410

0.14 0.30 A

to

in / mm W 44 X 16 (1100 x 400)

Depth of Section D mm in 1118 44.02 1108 43.62 43.31 1100 42.91 1090

Designation Serial Size

-

Q215

B

AS/NZS 3679

Tensile

2

BS4 : PART1 : 1993

N/mm

JIS G3192 : 1977

Yield Stress

%

ASTM A6/A6M

Chemical Composition

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679

490 0.35 0.050 0.045

275

265

255

245

235

225

0.382 0.80

to 610

- Not in Regular Rolling Schedule

19

20

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M Warping Constant H dm6 143.4 123.5 108.7 92.71

Torsional Constant J cm4 3135 2130 1564 1037

Root Radius r mm 20.0 20.0 20.0 20.0

ly cm4 49980 43410 38480 33120

1034900 897300 801500 693500

21440 18460 16280 14010

43.6 43.6 43.4 43.0

6.27 6.26 6.19 6.12

18510 16200 14570 12720

1406 1223 1085 934

21770 18890 16950 14780

2273 1954 1728 1483

61.25 52.36 45.85 39.11

2527 1703 1253 839

20.0 20.0 20.0 20.0

1115700 1005400 897400 799800 690200 561600

69200 62070 55120 48670 41070 31960

42.4 42.2 42.0 41.6 40.6 39.3

10.6 10.5 10.4 10.3 9.92 9.37

21960 19950 17950 16130 14060 11580

3042 2740 2444 2163 1825 1420

24760 22410 20100 18050 15830 13200

4691 4220 3757 3327 2821 2214

163.2 145.2 127.9 112.0 93.50 71.81

3103 2346 1724 1268 882 574

30.0 30.0 30.0 30.0 30.0 30.0

2348700 2096400 1842200 1646600 1473300 1331000 1202500 1067500 966500 909800 813700 696400 618700 504400

118500 105000 91190 80960 71450 64010 57630 50710 45500 43410 38580 33120 28850 22450

43.5 43.2 42.8 42.5 42.2 42.1 41.8 41.7 41.4 41.7 41.5 41.3 40.5 39.2

9.77 9.66 9.52 9.43 9.30 9.22 9.16 9.10 8.98 9.10 9.03 9.00 8.75 8.26

42400 38400 34270 31010 28060 25600 23350 20930 19100 18070 16270 14070 12600 10400

5538 4952 4353 3892 3468 3130 2832 2510 2264 2160 1929 1656 1443 1123

50300 45260 40140 36110 32530 29530 26820 23920 21780 20460 18360 15800 14220 11880

8839 7874 6896 6145 5464 4916 4436 3919 3529 3349 2984 2555 2235 1755

304.4 265.7 227.0 199.2 173.9 154.3 137.6 119.9 106.7 101.5 89.44 76.03 65.67 50.43

24770 18750 13670 10240 7723 5927 4546 3311 2545 2134 1575 1021 757 483

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

1129700 1020400 908900 806600 722100 643200 552900 480300 406900

29960 26720 23440 20490 18460 16230 14000 11750 9544

40.7 40.6 40.4 40.2 40.3 40.1 40.0 39.0 38.0

6.60 6.57 6.49 6.40 6.44 6.37 6.36 6.09 5.81

21600 19700 17720 15880 14330 12860 11170 9799 8387

1924 1732 1535 1353 1222 1082 934 784 636

25540 23180 20740 18520 16570 14830 12800 11330 9784

3125 2799 2467 2167 1940 1712 1469 1244 1019

73.00 64.40 55.90 48.40 43.20 37.70 32.20 26.80 21.50

5548 4276 3166 2314 1706 1253 826 575 384

30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0

2607000 2033000 1593000 1292000 1140000 1031300 935500 847300 786100 719000 671800 625200

175000 133900 103300 83050 73000 65560 59010 53980 49890 45410 42240 39100

41.5 40.6 40.0 39.4 39.4 38.9 38.8 38.6 38.4 38.2 38.0 37.9

10.8 10.4 10.2 9.99 9.89 9.82 9.75 9.73 9.68 9.59 9.53 9.47

48910 39540 31980 26590 23800 21710 19860 18160 16950 15610 14660 13710

7659 6003 4728 3854 3410 3085 2797 2552 2367 2160 2015 1869

58750 46810 37340 30730

12180 9486 7424 6022

397.0 292.4 218.5 171.3

44720 24930 13730 8124

24830 22620 20610 19180 17640 16550 15460

4796 4336 3951 3660 3338 3112 2886

132.0 118.0 107.0 98.30 88.80 82.20 75.70

4516 3499 2675 2191 1729 1442 1189

24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1 24.1

D x

x I

r

y

T

AS/NZS 3679

Plastic Modulus Sx Sy cm3 cm3 26600 3870 23160 3362 20780 2988 18060 2568

BS4 : PART1 : 1993

Elastic Modulus Zx Zy cm3 cm3 23150 2468 20320 2160 18280 1924 15920 1656

JIS G3192 : 1977

lx cm4 1294000 1126000 1005000 87400

Radius of Gyration ix iy cm cm 45.1 8.87 45.2 8.87 45.0 8.80 44.6 8.71

ASTM A6/A6M

Moment of Inertia

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679 B y

Designation Serial Size

Unit Weight

Depth of Section D mm in 992.9 39.09 980.7 38.61 970.8 38.22 960.9 37.83 950.7 37.43 942.9 37.12 931.9 36.69 926.8 36.49 922.8 36.33 918.7 36.17 914.7 36.01 910.6 35.85 903.0 35.55

Width of Section B mm in 321.8 12.67 318.8 12.55 315.7 12.43 312.8 12.31 310.3 12.22 307.8 12.12 309.4 12.18 307.7 12.11 306.7 12.07 305.6 12.03 304.8 12.00 304.2 11.98 303.5 11.95

mm 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

in 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

Flange T mm in 65.0 2.56 58.9 2.32 54.1 2.13 49.0 1.93 43.9 1.73 39.9 1.57 34.5 1.36 32.0 1.26 30.0 1.18 27.9 1.10 25.9 1.02 23.9 0.94 20.1 0.79

Web t

Area of Section cm2 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

in / mm W 36 X 12 (914 x 305)

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

lb/ft 387 350 318 286 256 232 210 194 182 170 160 150 135

900 x 300

307 304 286 283 243 240 213 210

206.3 204.3 192.2 190.2 163.3 161.3 143.1 141.1

918.0 918.0 912.0 912.0 900.0 900.0 890.0 890.0

36.14 36.14 35.91 35.91 35.43 35.43 35.04 35.04

303.0 303.0 302.0 302.0 300.0 300.0 299.0 299.0

11.93 11.93 11.89 11.89 11.81 11.81 11.77 11.77

19.0 19.0 18.0 18.0 16.0 16.0 15.0 15.0

0.75 0.75 0.71 0.71 0.63 0.63 0.59 0.59

37.0 37.0 34.0 34.0 28.0 28.0 23.0 23.0

1.46 1.46 1.34 1.34 1.10 1.10 0.91 0.91

391.3 387.4 364.0 360.1 309.8 305.8 270.9 266.9

W 33 X 15¾ (838 x 400)

696.5 631.0 575.9 526.8 473.3 433.1 391.4 358.7 328.9 299.1

468 424 387 354 318 291 263 241 221 201

935.0 923.0 913.0 903.0 893.0 885.0 877.0 868.2 861.8 855.5

36.81 36.34 35.94 35.55 35.16 34.84 34.53 34.18 37.90 33.68

418.0 414.0 411.0 409.0 406.0 404.0 401.0 402.8 401.4 399.9

16.46 16.30 16.18 16.10 15.98 15.91 15.79 15.86 15.80 15.74

38.6 35.1 32.0 29.5 26.4 24.4 22.1 21.1 19.7 18.2

1.52 1.38 1.26 1.16 1.04 0.96 0.87 0.83 0.78 0.82

69.1 63.0 57.9 53.1 48.0 43.9 39.9 35.6 32.4 29.2

2.72 2.48 2.28 2.09 1.89 1.73 1.57 1.40 1.28 1.15

888.0 804.0 734.0 672.0 603.0 552.0 499.0 458.0 420.0 381.0

800 x 300

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

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

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

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

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

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

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

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

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

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

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 33 X 11½ (838 x 292)

- Not in Regular Rolling Schedule

21

Thickness

22

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M

542000 535000 498000 491000 411000 404000 345000 339000

17200 17200 15700 15700 12600 12600 10300 10300

37.2 37.2 37.0 36.9 36.4 36.4 35.7 35.6

6.63 6.67 6.56 6.59 6.39 6.43 6.16 6.20

11800 11700 10900 10800 9140 8990 7760 7610

1140 1140 1040 1040 843 842 688 687

1252100 1118600 1010700 914000 812100 735200 658600 590600 534900 479900

84510 74810 67230 60730 53670 48350 42960 38840 34980 31170

37.6 37.3 37.1 36.9 36.7 36.5 36.3 35.9 35.7 35.5

9.76 9.65 9.57 9.51 9.44 9.36 9.28 9.21 9.13 9.04

26780 24240 22140 20240 18190 16610 15020 13600 12410 11220

4043 3614 3271 2970 2644 2394 2143 1929 1743 1559

384000 378000 339000 334000 292000 286000 254000 248000

15800 15800 13800 13800 11700 11700 9930 9920

33.6 33.6 33.2 33.2 33.0 33.0 32.3 32.2

6.82 6.86 6.70 6.74 6.62 6.67 6.39 6.44

9400 9270 8400 8270 7290 7160 6410 6270

1040 1040 915 914 782 781 662 661

892800 810000 729200 648200 573400 513500 473000 430400 386500 339400 310500 279000 245800

32270 28960 25820 22650 19800 17540 16050 14470 12910 11360 10260 9066 7791

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

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

19300 17700 16120 14480 12950 11710 10860 9950 8999 7981 7341 6639 5889

2078 1880 1692 1500 1321 1180 1086 984 884 773 700 620 534

13400

1780

12300

1620

10300

1320

8750

1080

31240 28110 25540 23250 20770 18900 17010 15400 14020 12650

6340 5650 5100 4620 4100 3706 3309 2981 2691 2404

10500

1620

8100

1210

10500

1620

22880 20890 18920 16900 15050 13550 12530 11450 10300 9150 8425 7638 6803

3346 3018 2704 2385 2095 1864 1710 1547 1383 1212 1098 974 841

23

Warping Constant H dm6 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

Torsional Constant J cm4 7127 5337 4091 3027 2199 1648 1163 923 769 626 514 422 291

Root Radius r mm 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

D x

x I

r

y

T

AS/NZS 3679

ly cm4 36460 32080 28570 25140 21970 19480 17110 15600 14480 13310 12260 11250 9395

Plastic Modulus Sx Sy cm3 cm3 26260 3654 23590 3235 21350 2895 19120 2559 17030 2247 15340 2000 13640 1752 12550 1600 11770 1488 10950 1371 10220 1266 9539 1164 8349 979

BS4 : PART1 : 1993

Elastic Modulus Zx Zy cm3 cm3 22180 2266 20010 2012 18210 1810 16390 1608 14660 1416 13260 1266 11780 1106 10870 1014 944 10210 871 9508 805 8876 739 8274 619 7195

JIS G3192 : 1977

lx cm4 1101000 981300 884100 787600 696900 625200 548700 503900 471000 436700 406000 376700 324900

Radius of Gyration ix iy cm cm 38.8 7.05 38.5 6.95 38.3 6.89 38.1 6.81 37.9 6.72 37.7 6.66 37.1 6.55 37.0 6.52 36.9 6.47 36.8 6.42 36.6 6.36 36.3 6.27 35.6 6.05

ASTM A6/A6M

Moment of Inertia

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679 B y

in / mm W 30 X 15 (762 x 381)

kg/m 531.3 485.2 434.6 388.4 349.7 314.0 284.3 257.5

lb/ft 357 326 292 261 235 211 191 173

Depth of Section D mm in 833.0 32.80 823.0 32.40 813.0 32.01 803.0 31.61 795.0 31.30 785.9 30.94 779.3 30.68 773.2 30.44

W 30 X 10½ (762 x 267)

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

295 269 246 226 207 185 165 148 132 124 116 108 99 90

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

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

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

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

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

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

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

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

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

700 x 300

215 212 185 182 166 163

144.5 142.5 124.3 122.3 111.5 109.5

708.0 708.0 700.0 700.0 692.0 692.0

27.87 27.87 27.56 27.56 27.24 27.24

302.0 302.0 300.0 300.0 300.0 300.0

11.89 11.89 11.81 11.81 11.81 11.81

15.0 15.0 13.0 13.0 13.0 13.0

0.59 0.59 0.51 0.51 0.51 0.51

28.0 28.0 24.0 24.0 20.0 20.0

1.10 1.10 0.94 0.94 0.79 0.79

273.6 269.7 235.5 231.5 211.5 207.5

W 27 x 14 (686 x 356)

500.0 456.9 418.2 384.0 349.7 322.9 288.7 264.9 239.6 217.3

336 307 281 258 235 217 194 178 161 146

762.0 752.0 744.0 736.0 728.0 722.0 714.0 706.4 700.8 695.4

30.00 29.61 29.29 28.98 28.66 28.43 28.11 27.81 27.59 27.38

369.0 367.0 364.0 362.0 360.0 359.0 356.0 357.8 356.1 354.7

14.53 14.45 14.33 14.25 14.17 14.13 14.02 14.09 14.02 13.96

32.0 29.5 26.9 24.9 23.1 21.1 19.0 18.4 16.8 15.4

1.26 1.16 1.06 0.98 0.91 0.83 0.75 0.72 0.66 0.61

57.9 53.1 49.0 45.0 40.9 38.1 34.0 30.2 27.4 24.8

2.28 2.09 1.93 1.77 1.61 1.50 1.34 1.19 1.08 0.98

636.0 582.0 532.0 489.0 446.0 412.0 367.0 337.0 306.0 277.0

W 27 x 10 (686 x 254)

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

302 271 247 221 201 182 159 143 129 114 102 94 84

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

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

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

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

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

1.38 1.24 1.14 1.02 0.94 0.85 0.75 0.67 0.61 0.57 0.52 0.49 0.46

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

2.48 2.24 2.05 1.85 1.69 1.54 1.34 1.22 1.10 0.93 0.83 0.74 0.64

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

Designation Serial Size

28.0 18.0 28.0 18.0 28.0 18.0 28.0 18.0 158.0 138.0 123.0 110.0 95.80 85.50 75.30 67.30 60.20 53.20

10510 7933 6126 4743 3484 2683 2009 1495 1147 856

18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 28.0 18.0 28.0 18.0 28.0 18.0 28.0 18.0

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

6494 5088 3910 2884 2095 1569 1265 983 735 514 405 306 221

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

Unit Weight

24

Width of Section B mm in 393.0 15.47 390.0 15.35 387.0 15.24 385.0 15.16 382.0 15.04 383.7 15.11 382.0 15.04 380.6 14.98

Thickness

mm 31.5 29.0 25.9 23.6 21.1 19.7 18.0 16.6

in 1.24 1.14 1.02 0.93 0.83 0.78 0.71 0.65

Flange T mm in 56.9 2.24 52.1 2.05 47.0 1.85 41.9 1.65 38.1 1.50 33.4 1.31 30.1 1.19 27.1 1.07

Web t

Area of Section cm2 676.0 617.0 552.0 495.0 445.0 400.0 362.0 328.0

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679

lx cm4 775300 697400 617500 543800 485500 427100 381600 341600

ly cm4 57760 51660 45510 39940 35460 31500 28000 24930

Radius of Gyration ix iy cm cm 33.9 9.24 33.6 9.15 33.4 9.08 33.2 8.98 33.0 8.93 32.7 8.87 32.5 8.80 32.3 8.72

7430

1320

6340

1110

5500

930

Root Radius r mm 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5

595900 536500 486700 440500 397200 353200 310700 278200 239900 223000 205600 185800 166100 150300

21780 19400 17410 15590 13900 12240 10640 9462 8156 7518 6842 6080 5313 4777

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

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

14270 13010 11910 10890 9916 8909 7914 7142 6232 5821 5394 4903 4412 4008

1546 1390 1259 1136 1020 906 794 711 609 563 513 457 400 362

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

4345 3361 2618 2029 1555 1147 815 605 404 333 269 207 156 118

237000 233000 201000 197000 172000 168000

12900 12900 10800 10800 9020 9020

29.4 29.4 29.3 29.2 28.6 28.5

6.86 6.91 6.78 6.83 6.53 6.59

6700 6590 5760 5640 4980 4870

853 853 722 721 602 601

604800 545100 493900 447400 401900 369600 324800 290600 261100 234500

48670 43890 39500 35670 31870 29430 25610 23090 20650 18470

30.8 30.6 30.5 30.3 30.0 30.0 29.8 29.4 29.2 29.1

8.75 8.68 8.61 8.54 8.46 8.45 8.36 8.28 8.22 8.16

15870 14500 13280 12160 11040 10240 9098 8227 7452 6744

2638 2392 2170 1971 1771 1640 1439 1291 1160 1041

18450 16760 15270 13920 12590 11620 10280 9290 8387 7568

4111 3720 3366 3052 2739 2530 2215 1990 1785 1601

60.3 53.6 47.7 42.6 37.6 34.4 29.6 26.4 23.4 20.8

5373 4158 3241 2521 1913 1534 1094 811 609 456

15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2

515400 453800 406900 359400 323800 289300 247800 222000 198000 170000 150900 135900 118700

21790 18900 16790 14640 13060 11540 9750 8677 7670 6602 5804 5156 4410

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

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

13350 11940 10850 9715 8847 7993 6940 6272 5644 4905 4386 3975 3499

1592 1399 1255 1106 994 887 756 678 603 516 456 406 349

15950 14170 12810 11390 10330 9282 8016 7204 6462 5618 5010 4545 4014

2565 2243 2005 1759 1577 1402 1191 1063 943 808 712 635 546

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

5322 3897 2993 2186 1675 1260 840 627 462 305 221 167 118

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

in / mm W 30 X 15 (762 x 381)

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

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

lb/ft 335 306 279 250 229 207 192 176 162 146 131 117 104

Depth of Section D mm in 699.0 27.52 689.0 27.13 679.0 26.73 669.0 26.34 661.0 26.02 653.0 25.71 647.0 25.47 641.0 25.24 635.0 25.00 628.4 24.74 621.8 24.48 616.2 24.26 611.1 24.06

UB 24 x 12 (610 x 305)

238.1 178.6 148.8

160 120 100

635.8 620.2 612.4

25.03 24.42 24.11

311.4 307.1 304.8

12.26 12.09 12.00

18.4 14.1 11.8

0.72 0.56 0.46

31.4 23.6 19.7

1.24 0.93 0.78

303.0 228.0 190.0

600 x 300

28.0 18.0 28.0 18.0 28.0 18.0

175 170 151 147 137 133

117.6 114.2 101.5 98.77 92.06 89.37

594.0 594.0 588.0 588.0 582.0 582.0

23.39 23.39 23.15 23.15 22.91 22.91

302.0 302.0 300.0 300.0 300.0 300.0

11.89 11.89 11.81 11.81 11.81 11.81

14.0 14.0 12.0 12.0 12.0 12.0

0.55 0.55 0.47 0.47 0.47 0.47

23.0 23.0 20.0 20.0 17.0 17.0

0.91 0.91 0.79 0.79 0.67 0.67

222.4 217.1 192.5 187.2 174.5 169.2

W 24 x 9 (610 x 229)

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

239 218 198 181 163 146 128 114 103 94 84 76 68

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

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

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

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

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

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

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

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

600 x 200

134 132 120 118 106 103 94.6 92.5

90.04 88.70 80.63 79.29 71.23 69.21 63.57 62.15

612.0 612.0 606.0 606.0 600.0 600.0 596.0 596.0

24.09 24.09 23.86 23.86 23.62 23.62 23.46 23.46

202.0 202.0 201.0 201.0 200.0 200.0 199.0 199.0

7.95 7.95 7.91 7.91 7.87 7.87 7.83 7.83

13.0 13.0 12.0 12.0 11.0 11.0 10.0 10.0

0.51 0.51 0.47 0.47 0.43 0.43 0.39 0.39

23.0 23.0 20.0 20.0 17.0 17.0 15.0 15.0

0.91 0.91 0.79 0.79 0.67 0.67 0.59 0.59

170.7 168.0 152.5 149.8 134.4 131.7 120.5 117.8

W 24 x 9 (610 x 229)

92.27 90.78 81.85

62 61 55

603.0 602.5 598.7

23.74 23.72 23.57

178.8 178.0 177.9

7.04 7.01 7.00

10.9 10.6 10.0

0.43 0.42 0.39

15.0 15.0 12.8

0.59 0.59 0.50

117.0 116.5 104.0

550 x 200

127 98 85.5

85.34 65.85 57.45

564.0 550.0 546.0

22.20 21.65 21.50

203.0 200.0 199.0

7.99 7.87 7.83

13.0 10.0 10.0

0.51 0.39 0.39

23.0 18.0 14.0

0.91 0.71 0.55

162.2 124.8 109.0

D x

x I

r

y

T

AS/NZS 3679

2486 2229 2009 1808 1620 1433 1251 1115 957 884 807 720 632 569

Torsional Constant J cm4 5501 4229 3088 2216 1650 1161 858 637

BS4 : PART1 : 1993

16900 15330 13970 12720 11550 10320 9129 8197 7164 6691 6210 5659 5111 4629

Warping Constant H dm6 87.0 76.8 66.8 57.8 50.8 44.6 39.3 34.7

JIS G3192 : 1977

Plastic Modulus Sx Sy cm3 cm3 21510 4577 19490 4118 17360 3644 15410 3209 13820 2863 12270 2532 11020 2257 9924 2015

ASTM A6/A6M

Elastic Modulus Zx Zy cm3 cm3 18610 2939 16950 2649 15190 2352 13540 2075 12210 1856 10870 1642 9794 1466 8836 1310

JIS G3192 : 1994

Moment of Inertia

B y

Designation Serial Size

Unit Weight

- Not in Regular Rolling Schedule

25

26

Width of Section B mm in 343.0 13.50 340.0 13.39 338.0 13.31 335.0 13.19 333.0 13.11 330.0 12.99 329.0 12.95 327.0 12.87 329.1 12.96 327.7 12.90 326.5 12.85 325.1 12.80 323.9 12.75

Thickness

mm 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

in 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

Flange T mm in 63.0 2.48 57.9 2.28 53.1 2.09 48.0 1.89 43.9 1.73 39.9 1.57 37.1 1.46 34.0 1.34 31.0 1.22 27.7 1.09 24.4 0.96 21.6 0.85 19.0 0.75

Web t

Area of Section cm2 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

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M

209500 153000 125900

15840 11410 9308

26.3 25.9 25.7

7.23 7.07 7.00

6589 4935 4111

1017 743 611

137000 134000 118000 114000 103000 98900

10600 10600 9020 9010 7670 7660

24.9 24.8 24.8 24.7 24.3 24.2

6.90 6.98 6.85 6.94 6.63 6.73

4620 4500 4020 3890 3530 3400

701 700 601 601 511 511

322200 287700 259400 232800 207900 183900 158400 141400 125000 112300 98610 87510 76190

13950 12330 10980 9768 8606 7543 6415 5670 4972 4531 3937 3439 2938

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

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

9406 8522 7778 7069 6386 5718 4990 4495 4012 3637 3222 2880 2528

1136 1014 913 819 730 644 554 493 435 394 344 301 258

103000 101000 90400 88300 77600 75600 68700 66600

3180 3170 2720 2720 2280 2270 1980 1980

24.6 24.6 24.3 24.3 24.0 24.0 23.9 23.8

4.31 4.35 4.22 4.26 4.12 4.16 4.05 4.10

3380 3310 2980 2910 2590 2520 2310 2240

314 314 271 270 228 227 199 199

64580 63879 55890

1436 1426 1207

23.4 23.5 23.2

3.50 3.50 3.40

2142 2120 1867

161 160 136

84400 63200 52000

3220 2400 1840

22.8 22.5 21.8

4.45 4.39 4.11

2990 2300 1900

317 240 185

7486 5547 4594

1574 1144 937

5060

1080

4350

921

3820

786

11220 10110 9173 8299 7455 6643 5757 5167 4595 4159 3676 3290 2895

1826 1625 1458 1304 1157 1019 871 773 680 615 536 470 403

3820

495

3360

426

2900

358

2580

312

2511 2480 2195

258 256 218

Warping Constant H dm6 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

Torsional Constant J cm4 6420 4879 3774 2770 2130 1592 1283 990 770 560 396 280 195

Root Radius r mm 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

14.50 10.20 8.170

785 340 200

16.5 16.5 16.5 28.0 13.0 28.0 13.0 28.0 13.0

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

3309 2517 1952 1495 1123 819 554 411 295 219 154 112 78.0

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 22.0 13.0 22.0 13.0 22.0 13.0 22.0 13.0

1.240

71.0

1.040

48.8

12.7 12.7 12.7 13.0 13.0 13.0

27

D x

x I

r

y

T

AS/NZS 3679

ly cm4 42580 38090 34300 30170 27090 23950 22060 19850 18450 16270 14170 12380 10770

Plastic Modulus Sx Sy cm3 cm3 16670 3885 15090 3496 13690 3160 12190 2795 2521 11060 2244 9927 2070 9173 1871 8347 1726 7671 1528 6846 1336 6063 1171 5364 1021 4726

BS4 : PART1 : 1993

Elastic Modulus Zx Zy cm3 cm3 14150 2483 12900 2241 2030 11770 1801 10560 1627 9629 1452 8687 1341 8058 1214 7362 1121 6785 993 6075 868 5387 762 4779 665 4220

JIS G3192 : 1977

lx cm4 494700 444500 399700 353200 318200 283600 260700 235900 215400 190900 167500 147300 128900

Radius of Gyration ix iy cm cm 27.9 8.19 27.7 8.11 27.5 8.05 27.3 7.98 27.1 7.90 26.9 7.82 26.8 7.79 26.6 7.72 26.4 7.74 26.2 7.66 25.9 7.55 25.8 7.47 25.6 7.39

ASTM A6/A6M

Moment of Inertia

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679 B y

Designation Serial Size

Unit Weight

Depth of Section D mm in 613.0 24.13 603.0 23.74 593.0 23.35 585.0 23.03 577.0 22.72 571.0 22.48 560.3 22.06 554.5 21.83 550.7 21.68 546.4 21.51 542.5 21.36

Width of Section B mm in 327.0 12.87 324.0 12.76 322.0 12.68 319.0 12.56 317.0 12.48 315.5 12.42 317.8 12.51 316.0 12.44 314.7 12.39 313.4 12.34 312.2 12.29

Thickness

mm 31.0 26.2 25.4 23.1 21.1 19.0 18.3 16.5 15.2 14.0 12.7

in 1.22 1.03 1.00 0.91 0.83 0.75 0.72 0.65 0.60 0.55 0.50

Flange T mm in 55.6 2.19 50.5 1.99 45.5 1.79 41.4 1.63 37.6 1.48 34.5 1.36 29.2 1.15 26.3 1.04 24.4 0.96 22.2 0.87 20.3 0.80

Web t

Area of Section cm2 521.0 460.0 422.0 382.0 346.0 314.0 279.0 250.0 231.0 211.0 192.0

in / mm W 21 X 12¼ (533 x 312)

kg/m 409.3 369.1 331.9 299.1 270.9 247.0 218.8 196.4 181.6 165.2 150.3

lb/ft 275 248 223 201 182 166 147 132 122 111 101

500 x 300

150 147 128 125 114 111

100.8 98.77 86.01 83.99 76.60 74.58

494.0 494.0 488.0 488.0 482.0 482.0

19.45 19.45 19.21 19.21 18.98 18.98

302.0 302.0 300.0 300.0 300.0 300.0

11.89 11.89 11.81 11.81 11.81 11.81

13.0 13.0 11.0 11.0 11.0 11.0

0.51 0.51 0.43 0.43 0.43 0.43

21.0 21.0 18.0 18.0 15.0 15.0

0.83 0.83 0.71 0.71 0.59 0.59

191.4 187.0 163.5 159.2 145.5 141.2

W 21 X 8¼ (533 x 210)

138.4 123.5 122.0 108.6 101.2 92.27 81.85

93 83 82 73 68 62 55

549.1 544.3 544.5 539.5 536.7 533.1 528.3

21.62 21.43 21.44 21.24 21.13 20.99 20.80

213.9 212.2 211.9 210.7 210.1 209.3 208.8

8.42 8.35 8.34 8.30 8.27 8.24 8.22

14.7 13.1 12.7 11.6 10.9 10.2 9.60

0.58 0.52 0.50 1.46 0.43 0.40 0.38

23.6 21.2 21.3 18.8 17.4 15.6 13.2

0.93 0.83 0.84 0.74 0.69 0.61 0.52

176.0 157.0 155.8 139.0 129.0 118.0 105.0

500 x 200

103 102 89.6 88.2 79.5 77.9

69.21 68.54 60.21 59.26 53.42 52.34

506.0 506.0 500.0 500.0 496.0 496.0

19.92 19.92 19.69 19.69 19.53 19.53

201.0 201.0 200.0 200.0 199.0 199.0

7.91 7.91 7.87 7.87 7.83 7.83

11.0 11.0 10.0 10.0 9.00 9.00

0.43 0.43 0.39 0.39 0.35 0.35

19.0 19.0 16.0 16.0 14.0 14.0

0.75 0.75 0.63 0.63 0.55 0.55

131.3 129.3 114.2 112.2 101.3 99.29

W 21 X 6½ (533 x 165)

84.83 74.41 65.48

57 50 44

534.9 529.1 524.8

21.06 20.83 20.66

166.5 165.9 165.1

6.56 6.53 6.50

10.3 9.70 8.90

0.41 0.38 0.35

16.5 13.6 11.4

0.65 0.54 0.45

108.0 95.20 83.70

97.43 95.41 83.32 81.30 71.23 69.21

446.0 446.0 440.0 440.0 434.0 434.0

17.56 17.56 17.32 17.32 17.09 17.09

302.0 302.0 300.0 300.0 299.0 299.0

11.89 11.89 11.81 11.81 11.77 11.77

13.0 13.0 11.0 11.0 10.0 10.0

0.51 0.51 0.43 0.43 0.39 0.39

21.0 21.0 18.0 18.0 15.0 15.0

0.83 0.83 0.71 0.71 0.59 0.59

184.3 180.8 157.4 153.9 135.0 131.6

143 130 119 106 97 86 76

495.0 489.0 481.8 475.7 472.2 467.1 462.5

19.49 19.25 18.97 18.73 18.59 18.39 18.21

285.0 283.5 286.1 284.5 283.1 281.7 280.3

11.22 11.16 11.26 11.20 11.15 11.09 11.04

18.5 17.0 16.6 15.0 13.6 12.2 10.8

0.73 0.67 0.66 0.59 0.54 0.48 0.43

33.5 30.5 26.9 23.9 22.1 19.6 17.3

1.32 1.20 1.06 0.94 0.87 0.77 0.68

271.5 246.7 226.5 200.6 183.9 163.2 143.9

450 x 300

W 18 x 11 (457 x 279)

145 142 124 121 106 103 212.8 193.5 177.1 157.8 144.4 128.0 113.1

28

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M

ly cm4 32530 28710 25390 22450 20000 18090 15650 13850 12690 11400 10310

83800 81700 71000 68900 60400 58300

9660 9650 8110 8110 6760 6760

20.9 20.9 20.8 20.8 20.4 20.3

7.10 7.18 7.04 7.14 6.82 6.92

3390 3310 2910 2820 2500 2420

640 639 541 540 451 450

86090 76240 76207 66800 61650 55330 47540

3864 3387 3393 2939 2696 2389 2007

22.1 22.0 22.1 21.9 21.8 21.7 21.3

4.68 4.64 4.67 4.60 4.57 4.50 4.38

3136 2801 2799 2476 2297 2076 1800

361 319 320.2 279 257 228 192

56500 55500 47800 46800 41900 40800

2580 2580 2140 2140 1840 1840

20.7 20.7 20.5 20.4 20.3 20.3

4.43 4.46 4.33 4.36 4.27 4.31

2230 2190 1910 1870 1690 1650

257 256 214 214 185 185

48630 41060 35040

1275 1040 859

21.2 20.8 20.5

3.44 3.30 3.20

1818 1552 1336

153 125 104

66400 65000 56100 54700 46800 45500

9660 9650 8110 8110 6690 6690

19.0 19.0 18.9 18.9 18.6 18.6

7.24 7.31 7.18 7.26 7.04 7.13

2980 2920 2550 2490 2160 2090

639 639 541 540 448 447

115000 103000 91200 79500 72800 63700 55400

13000 11600 10500 9160 8370 7280 6330

20.5 20.4 20.1 19.9 19.9 19.7 19.6

6.91 6.85 6.83 6.76 6.73 6.68 6.63

4630 4190 3790 3340 3080 2720 2390

909 818 736 646 592 518 452

3700

978

3130

825

2700

690

3613 3213 3203 2827 2619 2366 2059

568 500 501 435 400 356 300

2500

399

2130

333

1870

288

2107 1808 1561

243 200 166

3250

976

2760

823

2320

682

Warping Constant H dm6 25.3 21.9 19.0 16.6 14.6 13.0 11.0 9.66 8.79 7.83 7.03

Torsional Constant J cm4 4131 2996 2263 1700 1277 979 642 470 374 284 216

Root Radius r mm 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 26.0 13.0 26.0 13.0 26.0 13.0

2.67 2.32 2.32 1.99 1.82 1.60 1.33

250 181 180 126 102 76.3 51.5

12.7 12.7 12.7 12.7 12.7 12.7 12.7 20.0 13.0 20.0 13.0 20.0 13.0

0.86 0.69 0.57

73.8 47.9 32.0

12.7 12.7 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

29

D x

x I

r

T

AS/NZS 3679

lx cm4 316900 278900 247700 220700 196700 177700 151100 134300 123300 111300 100700

Plastic Modulus Sx Sy cm3 cm3 12120 3096 10720 2739 2442 9656 2175 8670 1947 7792 1764 7071 1518 6115 1349 5463 1239 5033 1116 4563 1011 4144

BS4 : PART1 : 1993

Elastic Modulus Zx Zy cm3 cm3 10340 1990 9250 1772 8355 1577 7547 1408 6820 1262 6226 1147 5395 985 4843 877 4478 807 4072 728 3712 660

JIS G3192 : 1977

Radius of Gyration ix iy cm cm 24.7 7.91 24.6 7.90 24.2 7.76 24.1 7.67 23.9 7.61 23.8 7.58 23.3 7.49 23.2 7.44 23.1 7.41 23.0 7.35 22.9 7.33

ASTM A6/A6M

Moment of Inertia

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679 B y

Designation Serial Size

Unit Weight

Depth of Section D mm in 456.0 17.95 456.0 17.95 450.0 17.72 450.0 17.72 446.0 17.56 446.0 17.56

Width of Section B mm in 201.0 7.91 201.0 7.91 200.0 7.87 200.0 7.87 199.0 7.83 199.0 7.83

Thickness

mm 10.0 10.0 9.00 9.00 8.00 8.00

in 0.39 0.39 0.35 0.35 0.31 0.31

Flange T mm in 17.0 0.67 17.0 0.67 14.0 0.55 14.0 0.55 12.0 0.47 12.0 0.47

Web t

Area of Section cm2 113.3 112.0 96.76 95.43 84.30 82.97

in / mm 450 x 200

kg/m 88.9 87.9 76.0 74.9 66.2 65.1

lb/ft 59.74 59.06 51.07 50.33 44.48 43.74

W 18 X 7½ (457 x 191)

105.7 98.22 96.74 89.29 81.85 74.41 67.00

71 66 65 60 55 50 45

469.1 467.2 466.1 463.2 460.0 457.0 453.4

18.47 18.39 18.35 18.24 18.11 17.99 17.85

193.9 192.8 192.8 191.9 191.3 190.4 189.9

7.63 7.59 7.59 7.56 7.53 7.50 7.48

12.6 11.4 11.4 10.5 9.90 9.00 8.50

0.50 0.45 0.45 0.41 0.39 0.35 0.33

20.6 19.6 19.0 17.7 16.0 14.5 12.7

0.81 0.77 0.75 0.70 0.63 0.57 0.50

135.0 125.0 123.0 114.0 104.0 94.60 85.50

W 18 X 6 (457 x 152)

81.85 74.41 68.46 66.97 59.53 52.09

55 50 46 45 40 35

465.8 462.0 458.7 458.0 454.7 449.6

18.34 18.19 18.06 18.03 17.90 17.70

155.3 154.4 153.9 153.8 152.8 152.4

6.11 6.08 6.06 6.06 6.02 6.00

10.5 9.60 9.10 9.00 8.00 7.60

0.41 0.38 0.36 0.35 0.31 0.30

18.9 17.0 15.4 15.0 13.3 10.8

0.74 0.67 0.61 0.59 0.52 0.43

105.0 94.50 87.20 85.60 75.80 66.30

400 x 400

605 415 283 232 200 172 147

406.5 278.9 190.2 155.9 134.4 115.6 98.77

498.0 458.0 428.0 414.0 406.0 400.0 394.0

19.61 18.03 16.85 16.30 15.98 15.75 15.51

432.0 417.0 407.0 405.0 403.0 400.0 398.0

17.01 16.42 16.02 15.94 15.87 15.75 15.67

45.0 30.0 20.0 18.0 16.0 13.0 11.0

1.77 1.18 0.79 0.71 0.63 0.51 0.43

70.0 50.0 35.0 28.0 24.0 21.0 18.0

2.76 1.97 1.38 1.10 0.94 0.83 0.71

770.1 528.6 360.7 295.4 254.9 218.7 186.8

400 x 300

107 105 94.3 92.2

71.90 70.55 63.36 61.95

390.0 390.0 386.0 386.0

15.35 15.35 15.20 15.20

300.0 300.0 299.0 299.0

11.81 11.81 11.77 11.77

10.0 10.0 9.00 9.00

0.39 0.39 0.35 0.35

16.0 16.0 14.0 14.0

0.63 0.63 0.55 0.55

136.0 133.2 120.1 117.4

W 16 X 10¼ (406 x 262)

148.8 132.5 114.6 99.71

100 89 77 67

431.0 425.4 419.6 414.8

16.97 16.75 16.52 16.33

264.8 263.3 261.5 260.0

10.43 10.37 10.30 10.24

14.9 13.3 11.6 10.0

0.59 0.52 0.46 0.39

25.0 22.2 19.3 16.9

0.99 0.87 0.76 0.66

189.7 169.0 145.8 127.1

400 x 200

75.5 74.9 66.0 65.4 56.6 56.1

50.73 50.33 44.35 43.94 38.03 37.70

404.0 404.0 400.0 400.0 396.0 396.0

15.91 15.91 15.75 15.75 15.59 15.59

201.0 201.0 200.0 200.0 199.0 199.0

7.91 7.91 7.87 7.87 7.83 7.83

9.00 9.00 8.00 8.00 7.00 7.00

0.35 0.35 0.31 0.31 0.28 0.28

15.0 15.0 13.0 13.0 11.0 11.0

0.59 0.59 0.51 0.51 0.43 0.43

96.16 95.41 84.12 83.37 72.16 71.41

W 16 X 7 (406 x 178)

84.83 74.41 66.97 59.53 53.58

57 50 45 40 36

417.3 413.0 409.7 406.7 402.8

16.43 16.26 16.13 16.01 15.86

180.8 179.6 178.7 177.7 177.4

7.12 7.07 7.04 7.00 6.98

10.9 9.70 8.80 7.70 7.50

0.43 0.38 0.35 0.30 0.30

18.2 16.0 14.4 12.8 10.9

0.72 0.63 0.57 0.50 0.43

108.0 95.30 85.90 75.70 68.10

y

30

WIDE FLANGE BEAMS in accordance with ASTM A6/A6M

lx cm4 40400 39800 33500 32900 28700 28100

ly cm4 2310 2310 1870 1870 1580 1580

48830 45730 44490 40970 37050 33320 29380

2511 2347 2275 2089 1871 1671 1452

19.0 19.0 19.0 19.0 18.8 18.8 18.5

4.32 4.33 4.30 4.29 4.23 4.20 4.12

2082 1957 1909 1769 1611 1458 1296

36590 32670 29640 28930 25430 21210

1185 1047 939 913 793 639

18.7 18.6 18.4 18.4 18.3 17.9

3.37 3.33 3.28 3.27 3.23 3.10

298000 187000 119000 92800 78000 66600 56100

94000 60500 39400 31000 26200 22400 18900

19.7 18.8 18.2 17.7 17.5 17.5 17.3

38700 37900 33700 32900

7210 7200 6240 6240

62000 54100 46200 39700

Warping Constant H dm6

Torsional Constant J cm4

Root Radius r mm 18.0 13.0 18.0 13.0 18.0 13.0

1980

355

1650

290

1420

245

259.0 243.0 236.0 218.0 196.0 176.0 153.0

2387 2232 2179 2013 1831 1653 1471

405 379 368 338 304 272 237

1.260 1.180 1.140 1.040 0.920 0.820 0.710

146 121 113 90.7 69.2 51.8 37.1

10.2 10.2 10.2 10.2 10.2 10.2 10.2

1571 1414 1292 1263 1119 944

153.0 136.0 122.0 119.0 104.0 83.90

1811 1627 1486 1453 1282 1089

240 213 192 187 163 132

0.591 0.518 0.460 0.448 0.390 0.310

89.3 66.6 50.9 47.5 33.5 21.0

10.2 10.2 10.2 10.2 10.2 10.2

11.1 10.7 10.4 10.2 10.1 10.1 10.1

12000 8170 5570 4480 3840 3330 2850

4370 2900 1930 1530 1300 1120 951.0

14500 9540 6310 5030 4280 3670 3120

6720 4440 2940 2330 1980 1700 1440

16.9 16.9 16.7 16.7

7.28 7.35 7.81 7.29

1980 1940 1740 1700

481.0 480.0 418.0 417.0

2140

730

1870

634.0

7740 6780 5740 4950

18.0 17.9 17.8 17.7

6.40 6.32 6.27 6.25

2870 2540 2200 1920

585.0 515.0 441.0 380.0

27500 27200 23700 23500 20000 19800

2030 2030 1740 1740 1450 1450

16.9 16.9 16.8 16.8 16.7 16.6

4.60 4.62 4.54 4.56 4.48 4.50

1360 1350 1190 1170 1010 999.0

202.0 202.0 174.0 174.0 145.0 145.0

31560 27440 24480 21520 18630

1797 1548 1372 1199 1016

17.1 17.0 16.9 16.9 16.5

4.08 4.03 4.00 3.98 3.86

1513 1329 1195 1058 925.0

199.0 172.0 154.0 135.0 115.0

22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 13.0 22.0 13.0 10.2 10.2 10.2 10.2

1510

312.0

1310

267

1110

223

1725 1510 1353 1192 1047

309 268 238 208 177

31

16.0 13.0 16.0 13.0 16.0 13.0 0.720 0.610 0.540 0.470 0.390

92.5 63.6 46.8 32.7 22.6

10.2 10.2 10.2 10.2 10.2

D x

x I

r

T

AS/NZS 3679

Plastic Modulus Sx Sy cm3 cm3

BS4 : PART1 : 1993

Elastic Modulus Zx Zy cm3 cm3 1770 230 1750 229 1490 187 1460 187 1290 159 1260 159

JIS G3192 : 1977

Radius of Gyration ix iy cm cm 18.9 4.51 18.9 4.54 18.6 4.40 18.6 4.43 18.5 4.33 18.4 4.36

ASTM A6/A6M

Moment of Inertia

JIS G3192 : 1994

Supplemented by Section in accordance with BS4: Part 1 1993 or JIS G3192 Metric Series or AS/NZS 3679 B y

Designation Serial Size

Unit Weight

Depth of Section D mm in 456.0 17.95 456.0 17.95 450.0 17.72 450.0 17.72 446.0 17.56 446.0 17.56

Width of Section B mm in 201.0 7.91 201.0 7.91 200.0 7.87 200.0 7.87 199.0 7.83 199.0 7.83

Thickness

mm 10.0 10.0 9.00 9.00 8.00 8.00

in 0.39 0.39 0.35 0.35 0.31 0.31

Flange T mm in 17.0 0.67 17.0 0.67 14.0 0.55 14.0 0.55 12.0 0.47 12.0 0.47

Web t

Area of Section cm2 113.3 112.0 96.76 95.43 84.30 82.97

in / mm 450 x 200

kg/m 88.9 87.9 76.0 74.9 66.2 65.1

lb/ft 59.74 59.06 51.07 50.33 44.48 43.74

W 18 X 7½ (457 x 191)

105.7 98.22 96.74 89.29 81.85 74.41 67.00

71 66 65 60 55 50 45

469.1 467.2 466.1 463.2 460.0 457.0 453.4

18.47 18.39 18.35 18.24 18.11 17.99 17.85

193.9 192.8 192.8 191.9 191.3 190.4 189.9

7.63 7.59 7.59 7.56 7.53 7.50 7.48

12.6 11.4 11.4 10.5 9.90 9.00 8.50

0.50 0.45 0.45 0.41 0.39 0.35 0.33

20.6 19.6 19.0 17.7 16.0 14.5 12.7

0.81 0.77 0.75 0.70 0.63 0.57 0.50

135.0 125.0 123.0 114.0 104.0 94.60 85.50

W 18 X 6 (457 x 152)

81.85 74.41 68.46 66.97 59.53 52.09

55 50 46 45 40 35

465.8 462.0 458.7 458.0 454.7 449.6

18.34 18.19 18.06 18.03 17.90 17.70

155.3 154.4 153.9 153.8 152.8 152.4

6.11 6.08 6.06 6.06 6.02 6.00

10.5 9.60 9.10 9.00 8.00 7.60

0.41 0.38 0.36 0.35 0.31 0.30

18.9 17.0 15.4 15.0 13.3 10.8

0.74 0.67 0.61 0.59 0.52 0.43

105.0 94.50 87.20 85.60 75.80 66.30

400 x 400

605 415 283 232 200 172 147

406.5 278.9 190.2 155.9 134.4 115.6 98.77

498.0 458.0 428.0 414.0 406.0 400.0 394.0

19.61 18.03 16.85 16.30 15.98 15.75 15.51

432.0 417.0 407.0 405.0 403.0 400.0 398.0

17.01 16.42 16.02 15.94 15.87 15.75 15.67

45.0 30.0 20.0 18.0 16.0 13.0 11.0

1.77 1.18 0.79 0.71 0.63 0.51 0.43

70.0 50.0 35.0 28.0 24.0 21.0 18.0

2.76 1.97 1.38 1.10 0.94 0.83 0.71

770.1 528.6 360.7 295.4 254.9 218.7 186.8

400 x 300

107 105 94.3 92.2

71.90 70.55 63.36 61.95

390.0 390.0 386.0 386.0

15.35 15.35 15.20 15.20

300.0 300.0 299.0 299.0

11.81 11.81 11.77 11.77

10.0 10.0 9.00 9.00

0.39 0.39 0.35 0.35

16.0 16.0 14.0 14.0

0.63 0.63 0.55 0.55

136.0 133.2 120.1 117.4

W 16 X 10¼ (406 x 262)

148.8 132.5 114.6 99.71

100 89 77 67

431.0 425.4 419.6 414.8

16.97 16.75 16.52 16.33

264.8 263.3 261.5 260.0

10.43 10.37 10.30 10.24

14.9 13.3 11.6 10.0

0.59 0.52 0.46 0.39

25.0 22.2 19.3 16.9

0.99 0.87 0.76 0.66

189.7 169.0 145.8 127.1

400 x 200

75.5 74.9 66.0 65.4 56.6 56.1

50.73 50.33 44.35 43.94 38.03 37.70

404.0 404.0 400.0 400.0 396.0 396.0

15.91 15.91 15.75 15.75 15.59 15.59

201.0 201.0 200.0 200.0 199.0 199.0

7.91 7.91 7.87 7.87 7.83 7.83

9.00 9.00 8.00 8.00 7.00 7.00

0.35 0.35 0.31 0.31 0.28 0.28

15.0 15.0 13.0 13.0 11.0 11.0

0.59 0.59 0.51 0.51 0.43 0.43

96.16 95.41 84.12 83.37 72.16 71.41

W 16 X 7 (406 x 178)

84.83 74.41 66.97 59.53 53.58

57 50 45 40 36

417.3 413.0 409.7 406.7 402.8

16.43 16.26 16.13 16.01 15.86

180.8 179.6 178.7 177.7 177.4

7.12 7.07 7.04 7.00 6.98

10.9 9.70 8.80 7.70 7.50

0.43 0.38 0.35 0.30 0.30

18.2 16.0 14.4 12.8 10.9

0.72 0.63 0.57 0.50 0.43

108.0 95.30 85.90 75.70 68.10

y

32

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