SSM Handbook
Short Description
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)
Ｃ
≥404)
Chemical Composition
Ｓｉ
%
Ｍｎ
1.50
1.50
1.60
1.60
1.60
1.60
1.60
1.60
1.60
-
-
-
maximum
Ｐ
0.035
0.035
0.045
0.045
0.040
0.035
0.035
0.035
0.035
0.045
0.045
0.045
Ｓ
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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