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HISAMA HENDRA PT. JURONG ENGINEERING LESTARI
LEONG HUAT HANDBOOK
STRUCTURAL STEEL AND RElATED PRODUCTS
1k * .x.. ~ (~) =F-f fft '0 ~
(1949
_~t)
LEONG HUAT HARDWARE (PRIVATE) LTD 6 Harper Road #01-05/06, Leong Huat Building, Singapore 369674 Tel: 289-9888 (10 Lines) 283-1636 (2 Lines) Fax: (65) 283-8900 ( W. E. F. First March 2002 Tel: 6-289-9888 & 6-283-1636 Fax: (65) 6-283-8900 ) Website: http://W\NW.leonghuat.com E-mail: [email protected] Importer, Exporter and Stockist of Structural Steel. Building Material, Machinery and Equipments etc.
(Established 1949)
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MAlvIN® Ergono~jc Office Chair
i I TYPE: COLOR
.
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I
Disclaimer of Liability
Whilst every care was taken in thfl preparation of data, it should be noted that L ~, a) We accept no liabilty howsoevei fr~ 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.
CONTENTS Page Comparison Between Specifications Specifications
Wide Flange Beams Bearing Piles Sheet Piles" U n Joists I Beams, T Bars IPN Channels
Angles Rails Plates
Stainless Steel Plates ( JIS ) Bars
Pipes
Stainless Steel Pipes (JIS) Cold Formed Sections
Hot Formed Sections
Sections Plates American Society for Testing and Materials ( ASTM ) European Standards ( EN ) British Standards (!!§J Deutsche Industrie Noemen Germany ( DIN) Australian Standards Institute ( AS) ! New Zealand Standards ( NZS ) Japanese Industrial Standards (JIS) China National Standards u:mJ
- A36, 242, 283, 441, 570, 572 & 588 - 10025 & 10155 - 4360 ( old version) - 17100 (old version) - 3679.1, 3678, BHP-300PLUS G3101, 3131,3141,3106,3136 & 3302
- 700
3Ji;",· ' s~·"
, . ,Q){' ~'1f
12. 13 18'~'
·19;;\'
4t'
Lx & Larssen, Arbed JIS A5528
43 ' A4
'·45
,46'
EuroQean Channels Taper Flange Channels Parallel Flange Channels Equal Angles Unequal Angles 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 Hot! Cold Rolled Stainless Steel Plates - JIS SQecifications : Stainless Steels Plates to JIS G4304! G4305 SUS 304 & 316 Corrosion Resistance Data - Stainless Steel Flat Bars Square, Round Bars EXQanded Metals Deformed Bars and Round Bars ( Building Construction Use) Pipes to BS 1387 ( British Standard) Pipes to JIS G3452 - SGP (Japanese Standard) Specifications: API - American Petroleum Institute 1992 API - American Petroleum Institute 42 nd Edition 1st July 2000 ASTM - American SOCiety for Testing and Material Line Pipes ( Seamless or Welded) - Carbon and Stainless Steel SQecification: Seamless Boiler Tubes - ASTM, DIN & JIS Seamless Boiler Tubes and PiQes Specifications: Stainless Steel Pipes - JIS G3459 , Usage Stainless Steels PiQes to JIS G3459 SUS-TP SQecification: Hollow Sections - ASTM , EN , JIS Square Rectangular Circular Circular Square Rectangular SQecifications : Hot Finished Hollow Section - BS EN 10210 Plain Channels Lipped Channels Specifications:
Light Gauge Channels Table of Gauges Carbon and Alloy Steel Hardness Conversion Table ( Steels) Physical Characteristics and Mechanical Properties of Ferrous Metal Conversion Tables
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:
10tt '109' 110,1
:ftf ·;~:;"1'13l
40:563
205 18514)
22 22 14)
25 25 14)
>63~100
>100~15014)
235
22
25
:516
225
22
25
>16:540
215
22
25
>40:563
22 22 14)
25 25 14)
>63:5100 14 >100:5150 )
22
25
:516
22
25
>16:540
0.25
0.50
1.60
0.21
0.50
1.50
0.18
0.50
1.50
(1986)
430
0.18
0.50
1.50
(1986)
(1990)
0.16
0.10
1.50
22
25
>40:563
22 22 14)
25 25 14)
>63:5100 >100:5150 14)
22
25
:516
22
25
>16~40
0.040]
AR or N]
215 205 14)
22 22 14)
25 25 14)
>100,,;150 14)
0.040
0.050
0.050
-
-
ARorN
340/500
-
-
AR
430/580 13 )
-
-
AR
430/580 13 )
-
-
430/580 13 )
>40:5100
260
22
25
:::16
245
22
25
>16:540
240 225
22 22
25 25
>40:563 >63:5100
275
20
22
0$16 >160$40
265
20
22
255
20
22
>40:563
22
>63:5100 >1000$150 14)
245 225 14)
20 20 14)
2i 4 )
275
20
22
0$16
265
20
22
>16:540
255
20
22
>40:563
245 225 14)
20 20 14)
22 22 14)
>63:5100 >100:5150 14)
275
20
22
~16
[Plates:
265
20
22
>160$40
0.040]
255
20
22
>40~63
245 225 14)
20 20 14)
22 22 14)
>630$100
0.050
AR
>1000$150 14)
0.050
-
-
AR
275
20
22
0$16
[Plates:
[Plates:
[Plates:
[Plates:
265
20
22
>16s40
AR orN]
255
20
22
>40:563
245 225 14)
20 20 14)
22 22 14)
>63s100 14 >100:5150 )
0.040]
4300
215 210 18514) 235
340/500
(1986)
43C
)
225
AR
(1986)
43B
7
[Plates:
0.050
Section only 43A
235
[Plates:
-0.50
(1990)
200mm5) 5.65.;s;
:516
225
0.040]
400
0.040
0.003
0.003
-0.10]
-0.10]
-
-
ARorN
-0.50
Section only
LEONG HUAT HARDWARE (PRIVATE) LTD
9
12 Impact KCV )
Strength
[Plates:
(1986)
w __
Size
205 185'4) 0.18
, __
EI%on
(1986)
40C
.
Yield
(1986)
40B
__
Tensile
430/580 13 )
430/580 13 )
275
20
22
:516
265
20
22
>16:540
255 245
20 20
22 22
>40:563 >63s100
as 4360: Weldable Structural Steels - Sections I Plates (other than hollow section) Chemical Composition
Tensile
Yield
EI%on
Size
Gauge Length
Range
%
Treat-
Strength
Stress
maximum
ment1 1)
Rm
Re
Grade
N/mm2
Impact KCV12) Test
Energy
Temp.
N/mm2 2oomm5) 5.65V8;
C
Si
Mn
pas
Nb
V
J
0.23
0.50
1.60
0.050
0.003 -0.10
0.003 -0.10
AR [Plates: 16:s4o >4os63 >63s1Oo >1 00:s15014)
°c
5OA1) (1986)
-
-
50B1)2)
0.203 )
0.50
1.50
0.050
0.003
0.003
490/6408) 15)
18 18
20 20
s16 >16s40
276 )
-0.10
355 345
20
-0.10
AR [Plates: 4os63 >63s100 >10os15014)
(1986)
0.203)
0.50
1.50
0.050
0.003 -0.10
0.003 -0.10
AR [Plates: 16s4U >4os63 >63s100 >1 00s15o14)
0
27
500 1)2) (1986)
0.184)
0.50 [Plates: 0.10 -0.50]
1.50
0.040
0.003 -0.10
0.003 -0.10
AR [Plates: ARorN]
490/6408) 15)
355 345 340 325 305 14)
18 18 18 18 1814)
20 20 20 20 20 14)
s16 >16s40 >40:s63 >63s100 >100:s15014)
-20
27
50001)2)
0.184)
0.50
1.50
0.040
0.003 -0.10
0.003 -0.10
'ARorN
490/6408) 15)
355 345 340 325 305 14)
18 18 18 18 1814)
20 20 20 20 20 14)
s16 >16s4o >40:s63 >63:s100 >100:s150 14)
-30
27
0.10 -0.50
1.50
0.040
0.003 -0.10
0.003 -0.10
ARorN
490/64010)
355 345 340 325
18 18 18 18
20 20 20 20
s16 >16:s4o >4o:s63 >63:s100
-40
27
0.60
1.60
0,003 -0.10
0.003 -0.20
AR [Plates: AR or N]
450
17
19
s16
0
279)
430 415
17
L:
50c1)2) (1986)
(1986)
50E1) 2) 13) (1990) Sectionsl flatslroundl square bars only 5sc1) 13) (1990) Include flats/round! square bars
0.184) [Flatsl Roundl Square Bars: 0.20) 0.22
0.040
[Flatsl Roundl Square Bars: N]
5501700
17
19
L16~5 >25s40
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, SOB, SOC, 500 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 SOB, SOC, 500 5000 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 1.60% and a maximum carbon content of 0.22% for grades SOB and SOC and 0.20% for grades 500, 5000 and 50E. 3) For materials in grades SOB and SOC over 16mm thick a maximum carbon content of 0.22% for ladle is permitted.
4} For material in grades 500, 500D 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) Verfification of the specified impact value is by agreement only.
7) Minimum yield strength 230 N/mm2 for material up to and including 19mm thick.
8) Minimum tensile strength 480 N/mm2 for material over 63mm thick (63mm up to and including 100mm for plates)
9) To maximum thickness of 19mm.
10} Minimum tensile strength of 480 N/mm2 for materials over 16mm up to 100mm thick.
11) liAR" - as rolled, "N" - normalized
12) Maximum thickness for plate is 100mm, KCV = Charpy V Notch
13) For Plates: Minimum tensile strength 410 N/mm2for material over 100mm thick
14} Apply to Plates only
15} For Plates: Minimum tensile strength 460 N/mm2 for material over 63mm up to and including 100mm
10
LEONG HUAT HARDWARE (PRIVATE) LTD
General Structural Steels DIN 17100 - EN 10025 (Properties minima unless stated)
Mechanical Properties
Chemical Composition %
C
P
5
N21
Tensile
Upper yield stress
Elongation
Bending
Impact tesf)
Added
Strength
(transverse)
(transverse)
nitrogen
(tranverse)
test (180°) (transv.)
150-V longitudinal
(Lo =5do)
(a specimen)
binding Grade
thjckn~s
Treat-
I(mm)
mene}
1>40 >63
elements
thickness
thickness
thickness
thickness
thickness
(e.g. min.
I (mm)
t(mm)
t(mm)
t(mm)
I (mm)
",3
0.02%
1>16 >30 .;16 s:3O s:4O s:63 .;100
AI total)
16
>401>63
>80
..:3
>40
>63
..3
>63
..10
1 >16
>63
s:4O
s:63
.;100
s:4O
s:63
,,100
s:63
,,100 state4 I Temp. ,,16
s:63
,,100
N/mm2
N/mm2
(Maximum)
s:8O
reatec Test
mandrel
%
·C
J
diameter
-
-
5t33
-
-
310
-
to
290
185
-
5t37-2
Ust37-2
R5t37-2
R
5t44-2
5t~~ .. ~'
R
RR
3t37-3
'
U
RR
0.17 0.20 0.20 0.20 0.20 0.050 0.050 0.009
0.17 0.20 020 0.20 0.20 0.050 0.050 0.007
-
0.17 0.17 0.17 0.20 0.20 0.050 0.050 0.009
0.17 0.17 0.17 0.17 0.17 0.040 0.040
-
yes
0.21 021 0.21 022 0.22 0.050 0.050 0.009
020 020 020 0.20 020 0.040 0.040
-
yes
to
340 to
510
470
360
360
to
340 to
510
470
360
340
to 510
to 470
360
340
to 510
470
430
410
to
to
to
580
540
430
410 to 540
to 580
175
-
16
-
3.51
U,N
-
( ..25)
540
235
225
235
225
-
215
205
195
24
23
22
2t
2.51
U,N
+20
27
215
205
195
24
23
22
2t
2.5t
U,N
+20
27
U.N
+20
27
27
~ 1 235
225
215
215
215
24
23
Z!
1.5t
2t
235
225
215
215
215
24
23
22
1.5t
2t
275
265
255
245
235
20
19
18
3t
3.51
275
265
255
245
235
20
19
18
3t
3.5t
U
±o
27
27
23
N
-20
27
27
23
U,N
+20
27
27
-
U
±o
27
27
23
N
-20
27
27
23
.
R
!5t5O-2
5t52-33 }
RR
I
R
5t60-2
-
490
0.050 0.050 0.009
020 020 022 022 0.22 0.040 0.040
- - - - -
0.050 0.050 0.009
860
470 to 610
510
490
to
yes
-
to
to
680
630
590 770
570 to 710
690
670
to
295
285
275
265
255
18
17
16
355
345
335
325
315
20
19
18
-
U,N
3t
3.5t
U
±O
27
27
23
N
-20
27
27
23
-
335
325
315
305
295
14
13
12
-
U.N
365
355
345
335
325
10
9
8
-
U,N
I
5t70-2
R
- -
-
0.050 0.050 0.009
to
to
900
830 .~
-
'.' L ..
Notes: 1) !lU" - rimmed, "RI! - 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, "Nil - 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%.
LEONG HUAT HARDWARE (PRIVATE) LTD
11
I
~tructural ~teel ~eCIIOnS A~/I""L~ ~O I~. I \UI\;IUUIfIY Dn'--~UU'-LU\:) J
• I ;:;J;:;JU (Properties minima unless stated)
Mechanical Properties
Chemical Composition %
Charpy Impact Test Yield Stress
Grade
C
Si
Mn
P
CEll
S
Tensile
Elongation
Strength
S)gi
(for thickness> 8 mm)
MPa
Test
Absorbed Energy
Temp.
J
thickness t (mm) maximum ASINZS 3679.1-250
025
0.40
ASlNZS 3679.1-25OL0
020
0.40
1.50
Test
Average
Individual
Piece mm
MPa
%
°c
of3 Tests
Test
0.43
250
230
410
22
-
-
-
27
20
10x10
0.04
0.04
0.42
260
250
230
410
22
0
22
16
10x7.5
18
025
BHP-300PLUSL01O}
025
0.50
0.04
1.60
0.50
1.60
2
1",40
0.04
t" 12 260
12 < t 8
> 12 >20 >50
>80
s 12
s20 s50 s80 s150
MPa
%
°c
-
0.04
025
200
200
N.A
N.A
N.A
N.A
300
24
1)
1)
0.10
0.04
0.44
280
260
250
250
240
230
410
22
0.10
0.04
0.44
280
260
250
250
240
240
410
22
0.10
0.04
0.48
360
360
350
340
340
330
450
20
0.04
0.035
250L15
022
0.55
1.7
0.04
0.035
1)
1)
1)
350
022
0.55
1.7
0.04
0.035
1)
1)
)
350L15
0.22
0.55
1.7
0.04
0.035
WR350
0.14
0.15
1.7
0.055
0.035
WR350LO
0.14
-0.16 -0.16
Test Temp.
0.10
1.7
-0.75
tion 7)8)9)
1)
0.55
0.055
Strength
1)
0.22
1.7
MPa thickness t (mm)
1)
1)
1)
0.10
0.04
0.48
360
360
350
340
340
330
450
20
0.35
0.55
0.15
0.10
0.04
-
340
340
340 340
N.A
N.A
450
20
0.10
0.04 340
340
340
NAI N.A
450
20
-1.05 0.035
0.35
Charpy Impact Test (for thickness> 8 mm)
Efonga-
1)
250
0.15
Tensile
0.030
1)
-0.75
Yield Stress
Size of Test
Average
IndMdual
Piece
3 Tests
Test
mm
2
.
-
-15
27
20
10x10
22
16
10x7.5
18
13
10x5
-15
27
20
10x10
22
16
10x7.5
18
13
10x5
-
-
27
20
10x 10
22
16
10 x 7.5
18
13
10x5
-0.50 0.55
-1.05
0.15 -0.50
340
0
Notes: 5) For AS/NZS 3678 grades 200, 250 and 250L 15: Niobium: 0.010% maximum Niobium + Vanadium: 0.030% maximum 6) For AS/NZS 3678 grades 350, 350L15, WR 350 and WR350LO:
Vanadium: 0.10% maximum
Niobium + Vanadium + Titanium = 0.15% maximum
1) The following elements may be present to the limits stated, subject to a total content of 1.00%: 0.40% a) Copper b) Nickel 0.50% c) Chromium 0.30% d) Molybdenum 0.10% 2) Limits specified are for acid soluble or total Aluminium
7) Gauge length = 5.65
3) Carbon Equivalent (CE) is calculated from the equation:
8} So is the cross-sectional area of the test piece before testing
CE
=
C+
Mn
6
+
Cr + Mo + V
5
+
Ni + Cu
15
4) N.A. indicated that material is not available in these thicknesses
9} Elongation need not be determined for floorplate 10} For grade 250, the minimum tensile strength requirement does not apply to material under 6mm thick
12
LEONG HUAT HARDWARE (PRIVATE) LTD
JIS G3101 : 1995 - Rolled Steels for General Structure (Properties minima unless stated)
Grade
Producl
N/mm2
maximum
Steel C
Mn
P
(SS34)
Steel
-
0.05
0.05
Test
Strength
205
1640
330
175
plates
to
and
430
Inside
Test
Angle
Radius
Piece
No.5
26
0.51
No.1
180·
(Ihick
coils and flats.
ness)
Is5 Steel plates and sheets,
sheets,
Bending
%
mm Steel plates and sheets,
Bendabifly
Elongation
Piece
Thickness t (mm)
S Is 16
SS330
Tensile
Yield Stress
Chemical Composition %
Thickness t
No.1A
21
No.1A
26
No.4
28
No.2
25
coils and flats.
coils,
5 25 in
0.51 (diame
No.3
30
No.5
21
diameter, side or distance across flats
SS400 (SS41 )
-
400
Steel plates and sheets,
plates
to
coils, flats and sections
and
510
Steel
0.05
0.05
245
235
215
180·
Steel plates and sheets,
coils,
coifs, flats and sections
No.1
ness)
ts5
sheets,
1.51 (thick
No.1A
17
No.1A
21
No.4
23
No.2
20
5 25 in
No.2
ter)
distance across flats
I
1.5t (diame
diameter, side or
No.3
24
No.5
19
diameter, side or distance across flals
SS490 (SS50)
-
-
490
Steel plates and sheets,
plates
to
coils, flats and sections
and
610
Steel
0.05
0.05
285
275
255
sheets, coils,
ooil~, flats and sections
sections,
5 25 in
No.2
ter)
distance across flats
I,: .:::,
2.01 (diame
diameter, side or
I·
180·
No.3
21
diameter, side or
I.
.,
distance across flats
'.'
LEONG HUAT HARDWARE (PRIVATE) LTD
13
!Ii
"
I
,- _._..... -._---
Chemical Composition % Grade
Steel
SS540
Mn
C
Sleel plates
(SS55)
Nlmm2
(Maximum)
Product
0.30
1.60
0.04
Test
Thickness t
t s 16
1640
mm
Bending
Inside
Test
Angle
Radius
Piece
2.ot
No.1
%
Steel plates and sheets,
540
._ .... -.'---- -- ---, Bendability
Piece
Strength
.. __
Elongation
Thickness I (mm)
S
P
0.04
Tensile
Yield Stress
NoS
180·
16
coils, flats and sections
and sheets,
(Ihick
5s1
coils,
ness)
sections, and
Steel plales and sheets,
flats 40 mm
coils, flats and sections
or under in
5
