steel and tube dimension catalogue
TRANSCRIPT
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y
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Steel & Tube Distribution is a subsidiary of Steel & Tube Holdings Limited, a listedcompany on the New Zealand Stock Exchange, whose core business is the distributionof steel and allied products.
Steel & Tube Holdings Limited has a total of 46 service centres throughout NewZealand and Canada, with 740 employees and annual sales in the vicinity of NZ$350million.
Steel & Tube Holdings Limited divisions:
Steel & Tube Holdings Limited
Distribution & ProcessingWith 19 service centres nationwide, and recent investment in modern warehousing, incorporating the latest materialshandling methods, along with state of the art plate and coil processing equipment, Steel & Tube Distribution is wellplaced to provide Steel and Service solutions to its customers which are predominantly in the construction, manufacturingand engineering industries.
We have New Zealand’s most comprehensive range of steel and allied products with a stock range of over 23,000 lineitems that includes:
• Steel Sections: Merchant bar, sheet, structural, plate and hollow
• Coil and Plate Processing
• Special Steels
• Reticulation Products: Pipe, fittings and valves
• Pipe Support Systems: Pipe clamps and hangers
• Fastenings
• Steel Processing/Roofing Profiles
• Industrial Products.
Steel & Tube Distribution can provide a total building package from the foundations to the roof and a complete businesssolution, whatever your product requirements.
C A N A D A
YUKON
U.S.A.
Campbell River
Nanaimo
Whitehorse
BRITISHCOLUMBIA
Prince GeorgeKamloopsKelowna
Vancouver
CORPORATE OFFICE
ROOFING PRODUCTS
REINFORCING & FABRICATION
STEEL DISTRIBUTION & PROCESSING
FASTENINGS
N E W Z E A L A N DWhangarei
Auckland
Hamilton Mt MaunganuiTauranga
RotoruaGisborne
New Plymouth
Palmerston North
Napier
Hutt CityNelson
Christchurch
Timaru
Invercargill
Dunedin
D&P
Dimensions and Properties HandbookDecember 2000
IntroductionSteel & Tube Distribution takes great pleasure in providing this Dimensions & PropertiesHandbook for your use. We endeavour to carry all popular products and sizes ex-stock, on acontinuous basis. This latest edition of the Steel & Tube Distribution Dimensions and PropertiesHandbook generally lists those sizes which we carry ex-stock. However, there are some sizes thatwe offer on an indent basis only.
There are also many products that we carry, which do not feature in this particular publication.Please contact your local Steel & Tube Distribution branch for further information on ourcomprehensive range of steel products, or visit our web site www.steelandtube.co.nz, whichfeatures extensive product information.
Telarc Limited/ISO 9002Steel & Tube Distribution (a division of Steel & Tube Holdings Limited) is committed toproviding our customers with service in a consistent and reliable manner, which meets theirneeds, promotes excellence in systems and commitment to continuous improvement in quality.To demonstrate this commitment Steel & Tube Holdings Limited is a Telarc registered supplier,certified to ISO 9002.
Telarc Limited is a national technical authority responsible for quality system certificationthrough independent assessment, audit and testing of quality control procedures.In practical terms, Telarc Limited’s role is to formally recognise all aspects of:
• quality in processing, distribution and service• compliance with product or system specifications or standards• technical competence of testing or inspecting• quality of service performance and delivery.
This is to be carried out in a manner sufficient to provide consumers with confidence in thequality of products and services.
Disclaimer: In compiling this publication we have been obliged to extract information from a wide range of sources, bothlocal and overseas, and whilst every precaution has been taken to ensure its accuracy we do not accept anyresponsibility for errors or omissions which may be contained in this handbook.
i
D&P
Dimensions and Properties HandbookDecember 2000ii
ContentsProfiles .......................................................................................................................... 1Equal Angles ........................................................................................................................................... 1Unequal Angles ....................................................................................................................................... 4Parallel Flange Channels ........................................................................................................................... 7Taper Flange Channels .............................................................................................................................. 8
DuraGal Profiles .............................................................................................................. 9DuraGal Equal Angles ............................................................................................................................... 9DuraGal Unequal Angles ......................................................................................................................... 18DuraGal Channels ................................................................................................................................... 21DuraGal Flats ......................................................................................................................................... 24
Plate ............................................................................................................................ 25
Coil .............................................................................................................................. 27Wire and Sheet Metal Gauges .................................................................................................................. 31
Reinforcing .................................................................................................................. 32
Rectangular Hollow Sections .......................................................................................... 33DuraGal Rectangular Hollow Sections ........................................................................................................ 35Galtube Plus Rectangular Hollow Sections ................................................................................................. 37Telescoping RHS/SHS .............................................................................................................................. 38
Square Hollow Sections .................................................................................................. 39DuraGal Square Hollow Sections .............................................................................................................. 41Galtube Plus Square Hollow Sections ........................................................................................................ 43
Joists – Taper Flange Beams........................................................................................... 44
Universal Beams ........................................................................................................... 45
Universal Columns ........................................................................................................ 47
HST Purlins & Girts ........................................................................................................ 49Section Geometry & Properties ................................................................................................................ 49HST Tophat ............................................................................................................................................ 50
Tube and Pipe ............................................................................................................... 51Standards for this Section ....................................................................................................................... 51ERW Welded Tube ................................................................................................................................... 52Hollow Bar ............................................................................................................................................ 53Identification of Tube Wall Thicknesses ..................................................................................................... 54Maximum Safe Working Pressures ............................................................................................................ 55Telescoping Pipe .................................................................................................................................... 56Tube and Pipe Quick Reference Tables ...................................................................................................... 57
Circular Hollow Sections ................................................................................................ 70DuraGal Circular Hollow Sections .............................................................................................................. 71Galtube Plus Circular Hollow Sections ....................................................................................................... 73
UltraPipe Circular Hollow Sections .................................................................................. 74UltraPipe Pressure Ratings ...................................................................................................................... 76
Conversion and Comparison Information ......................................................................... 79ISO Metric Bolts .................................................................................................................................... 79Useful Equivalents ................................................................................................................................. 81Imperial to Metric Conversion Factors ....................................................................................................... 82Metric to Imperial Conversion Factors ....................................................................................................... 83Comparison Grades – International Table .................................................................................................. 84Hardness Testing .................................................................................................................................... 85Tensile Testing ....................................................................................................................................... 89Tensile Strength – conversion .................................................................................................................. 91Pressure, mechanical stress - conversion .................................................................................................. 92
EQUALANGLES
Profiles
Dimensions and Properties HandbookDecember 2000 1
Equa
l Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d Pr
oper
ties
yp
x1
α =
45˚
y 4
y
xp
nn pB
pT
b1-
t
b1-
t
b1
r 1r 2
nR
nL
b1
t
T
L
BR
y
y
x
x2
53 4
y 1
x3
x5
Abou
t x-
axis
Abou
t y-
axis
Coor
dina
teof
Cen
troi
d
Mas
s pe
rGr
oss
Area
met
reAc
tual
Root
Toe
of C
ross
Tors
ion
Desi
gnat
ion
kg/m
Thic
knes
sRa
dii
Radi
i(b
1-t)
Sect
ion
Cons
tant
tr 1
r 2t
A gn L
=pB
n R=p
TI x
y 1=y
4Z x
1=Z x
4S x
r xl y
x 5Z y
5x 3
Z y3
S yr y
Jm
mm
mm
mm
m2
mm
mm
106 m
m4
mm
103 m
m4
103 m
m3
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
10
3 mm
4
✦ 1
50 ×
150
× 1
227
.30
12.0
13
511
.50
3480
41.5
0 10
8.0
11.9
000
106.
0 11
2.00
0 17
5.00
58
.40
3.06
000
58.7
0 52
.100
53
.70
56.9
00
89.3
00
29.6
0 17
4.00
0
✦ 1
50 ×
150
× 1
021
.90
9.5
135
14.8
0 27
9040
.50
109.
0 9.
6100
10
6.0
90.6
00
141.
00
58.7
0 2.
4800
0 57
.30
43.3
00
53.4
0 46
.400
72
.000
29
.80
88.9
00
✦ 1
25 ×
125
× 1
222
.50
12.0
10
59.
42
2870
35.4
0 89
.6
6.69
00
88.4
75
.700
12
0.00
48
.30
1.73
000
50.1
0 34
.500
44
.70
38.6
00
60.8
00
24.5
0 14
1.00
0
125
× 12
5 ×
1018
.00
9.5
105
12.2
0 23
0034
.40
90.6
5.
4400
88
.4
61.6
00
96.5
0 48
.70
1.40
000
48.7
0 28
.800
44
.40
31.5
00
49.0
00
24.7
0 71
.900
100
× 10
0 ×
1217
.70
12.0
8
57.
33
2260
29.2
0 70
.8
3.29
00
70.7
46
.600
74
.50
38.2
0 0.
8570
0 41
.30
20.8
00
35.8
0 23
.900
37
.900
19
.50
110.
000
100
× 10
0 ×
1014
.20
9.5
85
9.53
18
1028
.20
71.8
2.
7000
70
.7
38.2
00
60.4
0 38
.60
0.69
500
39.9
0 17
.400
35
.40
19.6
00
30.7
00
19.6
0 56
.200
100
× 10
0 ×
811
.80
7.8
85
11.8
0 15
0027
.50
72.5
2.
2700
70
.7
32.0
00
50.3
0 38
.80
0.58
200
38.9
0 14
.900
35
.20
16.5
00
25.6
00
19.7
0 31
.700
100
× 10
0 ×
69.
16
6.0
85
15.7
0 11
7026
.80
73.2
1.
7800
70
.7
25.2
00
39.3
0 39
.10
0.45
800
37.9
0 12
.100
35
.00
13.1
00
20.0
00
19.8
0 14
.800
50 ×
50
× 8
5.68
7.
8 6
35.
41
723
15.2
0 34
.8
0.25
30
35.4
7.
160
11.7
0 18
.70
0.06
750
21.5
0 3.
140
18.1
0 3.
730
6.00
0 9.
66
15.2
00
50 ×
50
× 6
4.46
6.
0 6
37.
33
568
14.5
0 35
.5
0.20
50
35.4
5.
790
9.30
19
.00
0.05
360
20.5
0 2.
610
17.8
0 3.
010
4.76
0 9.
71
7.21
0
50 ×
50
× 5
3.48
4.
6 6
39.
87
443
13.9
0 36
.1
0.16
30
35.4
4.
610
7.32
19
.20
0.04
240
19.7
0 2.
150
17.6
0 2.
400
3.75
0 9.
78
3.38
0
50 ×
50
× 3
2.31
3.
0 6
315
.70
295
13.2
0 36
.8
0.11
00
35.4
3.
110
4.90
19
.30
0.02
890
18.7
0 1.
550
17.6
0 1.
650
2.53
0 9.
90
1.01
0
40 ×
40
× 5
2.73
4.
6 5
37.
70
348
11.5
0 28
.5
0.08
01
28.3
2.
830
4.55
15
.20
0.02
090
16.2
0 1.
290
14.0
0 1.
490
2.33
0 7.
75
2.63
0
40 ×
40
× 3
1.83
3.
0 5
312
.30
233
10.8
0 29
.2
0.05
45
28.3
1.
930
3.06
15
.30
0.01
420
15.3
0 0.
933
13.9
0 1.
020
1.58
0 7.
82
0.78
5
30 ×
30
× 5
2.01
4.
6 5
35.
52
256
8.99
21
.0
0.03
16
21.2
1.
490
2.45
11
.10
0.00
839
12.7
0 0.
660
10.5
0 0.
799
1.26
0 5.
72
1.98
0
30 ×
30
× 3
1.35
3.
0 5
39.
00
173
8.30
21
.7
0.02
18
21.2
1.
030
1.67
11
.20
0.00
573
11.7
0 0.
488
10.3
0 0.
554
0.86
2 5.
76
0.60
5
25 ×
25
× 5
1.65
4.
6 5
34.
43
210
7.75
17
.3
0.01
73
17.7
0.
980
1.65
9.
07
0.00
469
11.0
0 0.
428
8.73
0.
537
0.84
9 4.
72
1.66
0
25 ×
25
× 3
1.12
3.
0 5
37.
33
143
7.07
17
.9
0.01
21
17.7
0.
685
1.13
9.
22
0.00
319
9.99
0.
319
8.56
0.
373
0.58
3 4.
73
0.51
5
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.
Profiles
EQUALANGLES
Dimensions and Properties Handbook2 December 2000
Equa
l Ang
les
x- a
nd y
-axe
sPr
oper
ties
for A
sses
sing
Sec
tion
Cap
acit
y
x
xy
Load B
Load D
Load C
Load A
She
arC
entr
ey
Abou
t x-
axis
Abou
t y-
axis
OneS
teel
-300
PLU
SAS
367
9.1-
350
Form
Load
A o
r C
Load
BLo
ad D
Form
Load
A o
r C
Load
BLo
ad D
Desi
gnat
ion
f yFa
ctor
Z ex
Z ey
Z ey
Desi
gnat
ion
f yFa
ctor
Z ex
Z ey
Z ey
MPa
k f10
3 mm
310
3 mm
310
3 mm
3M
Pak f
103 m
m3
103 m
m3
103 m
m3
✦15
0 ×
150
× 12
300
1.00
0 15
5.00
72
.300
78
.100
15
0 ×
150
× 12
340
1.00
0 15
2.00
70
.900
78
.100
✦15
0 ×
150
× 10
320
0.95
8 11
4.00
54
.500
64
.900
15
0 ×
150
× 10
360
0.90
6 11
1.00
53
.100
64
.900
✦12
5 ×
125
× 12
300
1.00
0 11
0.00
50
.300
51
.700
12
5 ×
125
× 12
340
1.00
0 10
9.00
49
.600
51
.700
125
× 12
5 ×
1032
01.
000
83.2
0 38
.900
43
.100
12
5 ×
125
× 10
360
1.00
0 81
.60
38.1
00
43.1
00
100
× 10
0 ×
1230
01.
000
69.9
0 31
.100
31
.100
10
0 ×
100
× 12
340
1.00
0 69
.90
31.1
00
31.1
00
100
× 10
0 ×
1032
01.
000
55.1
0 25
.200
26
.100
10
0 ×
100
× 10
360
1.00
0 54
.40
24.8
00
26.1
00
100
× 10
0 ×
832
01.
000
43.7
0 20
.400
22
.400
10
0 ×
100
× 8
360
1.00
0 42
.90
20.0
00
22.4
00
100
× 10
0 ×
632
00.
906
30.9
0 14
.800
18
.100
10
0 ×
100
× 6
360
0.85
6 30
.00
14.4
00
18.1
00
65 ×
65
× 8
320
1.00
0 19
.20
8.59
0 8.
590
65 ×
65
× 8
360
1.00
0 19
.20
8.59
0 8.
590
65 ×
65
× 6
320
1.00
0 14
.70
6.76
0 7.
070
65 ×
65
× 6
360
1.00
0 14
.50
6.66
0 7.
070
50 ×
50
× 8
320
1.00
0 10
.70
4.71
0 4.
710
50 ×
50
× 8
360
1.00
0 10
.70
4.71
0 4.
710
50 ×
50
× 6
320
1.00
0 8.
69
3.92
0 3.
920
50 ×
50
× 6
360
1.00
0 8.
69
3.92
0 3.
920
50 ×
50
× 5
320
1.00
0 6.
60
3.08
0 3.
220
50 ×
50
× 5
360
1.00
0 6.
50
3.03
0 3.
220
50 ×
50
× 3
320
0.90
7 3.
82
1.90
0 2.
320
50 ×
50
× 3
360
0.85
8 3.
71
1.85
0 2.
320
40 ×
40
× 5
320
1.00
0 4.
25
1.93
0 1.
930
40 ×
40
× 5
360
1.00
0 4.
22
1.92
0 1.
930
40 ×
40
× 3
320
1.00
0 2.
59
1.25
0 1.
400
40 ×
40
× 3
360
1.00
0 2.
54
1.23
0 1.
400
30 ×
30
× 5
320
1.00
0 2.
23
0.99
0 0.
990
30 ×
30
× 5
360
1.00
0 2.
23
0.99
0 0.
990
30 ×
30
× 3
320
1.00
0 1.
50
0.71
4 0.
732
30 ×
30
× 3
360
1.00
0 1.
48
0.70
5 0.
732
25 ×
25
× 5
320
1.00
0 1.
47
0.64
2 0.
642
25 ×
25
× 5
360
1.00
0 1.
47
0.64
2 0.
642
25 ×
25
× 3
320
1.00
0 1.
03
0.47
9 0.
479
25 ×
25
× 3
360
1.00
0 1.
03
0.47
9 0.
479
Abou
t x-
axis
Abou
t y-
axis
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.
Note
s:1.
For
Grad
e 30
0PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
str
engt
h (f
u) is
480
MPa
.3.
OneS
teel
-300
PLU
S ho
t ro
lled
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
req
uire
men
ts o
f AS
/NZS
367
9.1-
300.
4.On
eSte
el-3
00PL
US
repl
aced
all
Grad
e 25
0 se
ctio
ns f
rom
199
7.
EQUALANGLES
Profiles
Dimensions and Properties HandbookDecember 2000 3
Equa
l Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d Pr
oper
ties
b 1
t
B
p
n Lb 1
r 1
b 1-t
r 2
b 1-t
n R
Rp B
n
p TL
T
n
p
Prod
uct
of2n
d M
omen
tof
Are
aDe
sign
atio
nI n
=Ip
n L=p
BZ n
B=Z p
Ln R
=pT
Z nT=
Z pR
S n=S
pr n
=rp
I np
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
✦ 15
0 ×
150
× 12
7.46
000
41.5
0 18
0.00
10
8.0
68.8
00
124.
000
46.3
0 -4
.400
00
✦ 15
0 ×
150
× 10
6.04
000
40.5
0 14
9.00
10
9.0
55.2
00
99.9
00
46.6
0 -3
.560
00
✦ 12
5 ×
125
× 12
4.21
000
35.4
0 11
9.00
89
.6
47.0
00
85.0
00
38.3
0 -2
.480
00
125
× 12
5 ×
103.
4200
0 34
.40
99.4
0 90
.6
37.8
00
68.4
00
38.6
0 -2
.020
00
100
× 10
0 ×
122.
0800
0 29
.20
71.1
0 70
.8
29.3
00
53.2
00
30.3
0 -1
.220
00
100
× 10
0 ×
101.
7000
0 28
.20
60.1
0 71
.8
23.6
00
42.9
00
30.6
0 -1
.000
00
100
× 10
0 ×
81.
4200
0 27
.50
51.7
0 72
.5
19.6
00
35.7
00
30.8
0 -0
.842
00
100
× 10
0 ×
61.
1200
0 26
.80
41.8
0 73
.2
15.3
00
27.8
00
31.0
0 -0
.661
00
50 ×
50
× 8
0.16
000
15.2
0 10
.50
34.8
4.
610
8.38
0 14
.90
-0.0
9280
50 ×
50
× 6
0.12
900
14.5
0 8.
90
35.5
3.
640
6.63
0 15
.10
-0.0
7560
50 ×
50
× 5
0.10
300
13.9
0 7.
36
36.1
2.
850
5.19
0 15
.20
-0.0
6020
50 ×
50
× 3
0.06
940
13.2
0 5.
25
36.8
1.
890
3.46
0 15
.30
-0.0
4050
40 ×
40
× 5
0.05
050
11.5
0 4.
39
28.5
1.
770
3.24
0 12
.00
-0.0
2960
40 ×
40
× 3
0.03
440
10.8
0 3.
19
29.2
1.
180
2.17
0 12
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-0.0
2010
30 ×
30
× 5
0.02
000
8.99
2.
22
21.0
0.
951
1.76
0 8.
83
-0.0
1160
30 ×
30
× 3
0.01
380
8.30
1.
66
21.7
0.
635
1.18
0 8.
93
-0.0
0804
25 ×
25
× 5
0.01
100
7.75
1.
42
17.3
0.
638
1.19
0 7.
23
-0.0
0632
25 ×
25
× 3
0.00
765
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1.
08
17.9
0.
426
0.80
2 7.
33
-0.0
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Abou
t n-
axis
and
p-a
xis
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
Profiles
UNEQUALANGLES
Dimensions and Properties Handbook4 December 2000
Une
qual
Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d Pr
oper
ties
Abo
ut x
-axi
sA
bout
y-a
xis
Coor
dina
teof
Cen
troi
d
Mas
s pe
rGro
ss A
rea
met
reA
ctua
lRo
otTo
eof
Cro
ssD
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nati
onkg
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ickn
ess
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iRa
dii
(b1-
t)(b
2-t)
Sect
ion
Tan
tr 1
r 2t
tA
gp B
n LI x
y 1Z x
1y 4
Z x4
y 5Z x
5S x
r xl y
x 5Z y
5x 3
Z y3
x 2Z y
2S y
r yJ
Alp
ham
m m
mm
mm
m2
mm
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
10
3 mm
4
✦ 1
50 ×
100
× 1
222
.50
12.0
10
.0
5.0
11.5
0 7.
33
2870
49.1
24
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7.51
0 10
2.0
73.5
0 75
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99.7
035
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213.
0 12
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1.
3500
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0 52
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25.5
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48.8
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141
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8
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50 ×
100
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018
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23
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110
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00
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0 56
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83
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338
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48
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9.
35
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22
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48
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3.
11
15.1
4.
91
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10
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575
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
1
p
x
y
px
Ln
y
b 1
b2-
t
α
b 2
r 2
t
nr 1
b 1-t
PB
Bn L
y
y
x
x2
3 45
x5
y5
x3
x2
y 4
y 1
UNEQUALANGLES
Profiles
Dimensions and Properties HandbookDecember 2000 5
Une
qual
Ang
les
Prop
erti
es fo
r Ass
essi
ng S
ecti
on C
apac
ity
x
x
y
Load
B
Load
D
Load C
Load A She
arC
entr
ey
OneS
teel
-300
PLU
SAS
367
9.1-
350
Form
Load
ALo
ad C
Load
BLo
ad D
Form
Load
ALo
ad C
Load
BLo
ad D
Desi
gnat
ion
f yFa
ctor
Z ex
Z ex
Z ey
Z ey
Desi
gnat
ion
f y F
acto
rZ e
xZ e
xZ e
yZ e
y
MPa
k f10
3 mm
310
3 mm
310
3 mm
310
3 mm
3M
Pak f
103 m
m3
103 m
m3
103 m
m3
103 m
m3
✦ 15
0 ×
100
× 12
300
1.00
0 10
2.00
11
0.00
35
.30
38.2
0 15
0 ×
100
× 12
340
1.00
0 10
0.00
11
0.00
34
.70
38.2
0
✦ 15
0 ×
100
× 10
320
0.97
5 74
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81.7
0 26
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30.
90
150
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943
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10
320
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10
360
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10
320
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360
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320
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100
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50
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320
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000
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4.
77
65 ×
50
× 6
320
1.00
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11.2
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46
4.67
65
× 5
0 ×
636
01.
000
10.6
0 11
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4.40
4.
67
Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
Note
s:1.
For
Grad
e 30
0PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
str
engt
h (f
u) is
480
MPa
.3.
OneS
teel
-300
PLU
S ho
t ro
lled
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
req
uire
men
ts o
f AS
/NZS
367
9.1-
300.
4.On
eSte
el-3
00PL
US
repl
aced
all
Grad
e 25
0 se
ctio
ns f
rom
199
7.
Profiles
UNEQUALANGLES
Dimensions and Properties Handbook6 December 2000
Une
qual
Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d Pr
oper
ties
Prod
uct
of2n
d M
omen
t o
f A
rea
Des
igna
tion
I np B
Z nB
p TZ n
TS n
r nI p
n LZ p
Ln R
Z pR
S pr p
I np
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
mm
103 m
m3
mm
103 m
m3
103 m
m3
mm
106 m
m4
✦ 15
0 ×
100
× 12
6.52
0 49
.1
133.
0 10
1.0
64.6
0 11
7.0
47.7
2.
340
24.3
96
.20
75.7
30.9
0 56
.00
28.6
-2
.270
✦ 15
0 ×
100
× 10
5.29
0 48
.1
110.
0 10
2.0
51.9
0 94
.0
48.0
1.
910
23.3
81
.90
76.7
24.9
0 44
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28.8
-1
.850
✦ 15
0 ×
90 ×
10
5.10
0 50
.0
102.
0 10
0.0
51.0
0 91
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48.2
1.
410
20.2
69
.50
69.8
20.2
0 36
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25.3
-1
.540
✦12
5 ×
75 ×
10
2.88
0 42
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68.2
82
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34.9
0 62
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39.9
0.
789
17.5
45
.20
57.5
13.7
0 25
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-0
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125
× 75
× 8
2.41
0 41
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58.1
83
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28.9
0 52
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0.
664
16.8
39
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58.2
11.4
0 20
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21.0
-0
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125
× 75
× 6
1.89
0 40
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46.5
84
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22.5
0 40
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0.
524
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32
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16
.00
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100
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550
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22
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25
100
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1.30
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626
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100
× 75
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494
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15
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50
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0.
145
12.1
12
.00
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98
14.2
-0
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65 ×
50
× 6
0.27
2 20
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13.4
44
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6.10
11
.1
20.3
0.
140
12.9
10
.80
37.1
3.77
6.
85
14.6
-0
.114
Abo
ut n
-axi
sA
bout
p-a
xis
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
b 1
b2-
t
b 2
r 2
t
r 1
b 1-t
nL
T
RB
n
pp
pT
pB
nR
nL
Profiles
PARALLELFLANGE
CHANNELS
Dimensions and Properties HandbookDecember 2000 7
Note
s:1.
For
OneS
teel
-300
PLU
S se
ctio
ns t
hete
nsile
str
engt
h (f
u) i
s 44
0 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
stre
ngth
(f u
) is
480
MPa
.3.
OneS
teel
-300
PLU
S ho
t ro
lled
sect
ions
are
pro
duce
d to
exc
eed
the
min
imum
req
uire
men
ts o
f AS
/NZ
S 36
79.1
-300
.4.
OneS
teel
-300
PLU
S re
plac
ed G
rade
250
as t
he b
ase
grad
e fo
r th
ese
sect
ions
in
1994
.
Para
llel F
lang
e Ch
anne
lsDi
men
sion
s an
d Pr
oper
ties
Prop
erti
es fo
r Ass
essi
ng S
ecti
on C
apac
ity
dd
1t w
r 1
t ft f
bf
bf -
t w
xx
yyx 0
L
x LR
Lo
ad A
Lo
ad B
SH
EA
RC
EN
TR
E
OneS
teel
-300
PLU
SAS
367
9.1-
350
Flan
geW
ebFo
rmLo
ad A
Load
BFl
ange
Web
Form
Load
ALo
ad B
Desi
gnat
ion
f yf y
Fact
orZ e
xZ e
yZ e
yDe
sign
atio
nf y
fy
Fact
orZ e
xZ e
yZ e
yM
PaM
Pak f
103 m
m3
103 m
m3
103 m
m3
MPa
MPa
k f10
3 mm
310
3 mm
310
3 mm
3
380
× 10
0 PF
C28
032
01
946
115
134
380P
FC34
036
01
946
104
134
300
× 90
PFC
300
320
156
482
.3
96.6
30
0PFC
340
360
156
477
.2
96.6
250
× 90
PFC
300
320
142
188
.7
89.0
25
0PFC
340
360
142
184
.9
89.0
230
× 75
PFC
300
320
127
145
.1
50.4
23
0PFC
340
360
127
142
.6
50.4
200
× 75
PFC
300
320
122
146
.7
49.1
20
0PFC
340
360
122
144
.5
49.1
180
× 75
PFC
300
320
118
244
.8
44.8
18
0PFC
340
360
118
244
.1
44.8
150
× 75
PFC
320
320
112
938
.5
38.5
15
0PFC
360
360
112
938
.5
38.5
125
× 65
PFC
320
320
172
.822
.8
22.8
12
5PFC
360
360
172
22.5
22
.8
100
× 50
PFC
320
320
140
.312
.0
12.0
10
0PFC
360
360
140
.312
.0
12.0
75 ×
40
PFC
320
320
121
.46.
84
6.84
7
5PFC
360
360
121
.46.
84
6.84
Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
Mas
s pe
rDe
pth
Dept
hGr
oss
Area
Coor
dina
tem
etre
ofFl
ange
Flan
geW
ebRo
otBe
twee
nof
Cro
ssCo
ordi
nate
of S
hear
Tors
ion
War
ping
Desi
gnat
ion
kg/m
Sect
ion
Wid
thTh
ickn
ess
Thic
knes
sRa
dii
Flan
ges
d 1(b
f-t w
)Se
ctio
nof
Cen
troi
dCe
ntre
Cons
tant
Cons
tant
db f
t ft w
r 1d 1
t w2t
fA g
X LX 0
I xZ x
S xr x
l yZ y
RZ y
LS y
r yJ
I wm
mm
mm
mm
mm
mm
mm
m2
mm
mm
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
380
× 10
0 PF
C55
.238
010
017
.5
10.0
14
345
34.5
5.14
7030
27.5
56.7
152
798
946
147.
0 6.
4889
.423
6.0
161.
0 30
.447
2.0
151.
00
300
× 90
PFC
40.1
300
9016
.0
8.0
1426
833
.55.
1351
1027
.256
.172
.448
356
411
9.0
4.04
64.4
148.
0 11
7.0
28.1
290.
0 58
.20
250
× 90
PFC
35.5
250
9015
.0
8.0
1222
027
.55.
4745
2028
.658
.545
.136
142
199
.9
3.64
59.3
127.
0 10
7.0
28.4
238.
0 35
.90
230
× 75
PFC
25.1
230
7512
.0
6.5
1220
631
.75.
7132
0022
.646
.726
.823
327
191
.4
1.76
33.6
77.8
61
.0
23.5
108.
0 15
.00
200
× 75
PFC
22.9
200
7512
.0
6.0
1217
629
.35.
7529
2024
.450
.519
.119
122
180
.9
1.65
32.7
67.8
58
.9
23.8
101.
0 10
.60
180
× 75
PFC
20.9
180
7511
.0
6.0
1215
826
.36.
2726
6024
.550
.314
.115
718
272
.9
1.51
29.9
61.5
53
.8
23.8
81.4
7.
82
150
× 75
PFC
17.7
150
759.
5 6.
0 10
131
21.8
7.26
2250
24.9
51.0
8.34
111
129
60.8
1.
2925
.751
.6
46.0
23
.954
.9
4.59
125
× 65
PFC
11.9
125
657.
5 4.
7 8
110
23.4
8.04
1520
21.8
45.0
3.97
63.5
7351
.1
0.65
815
.230
.2
27.2
20
.823
.1
1.64
100
× 50
PFC
8.31
100
506.
7 4.
2 8
86.6
20.6
6.84
1060
16.7
33.9
1.74
34.7
40.3
40.4
0.
267
8.01
16.0
14
.4
15.9
13.2
0.
424
75 ×
40
PFC
5.92
7540
6.1
3.8
862
.816
.55.
9475
413
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.20.
683
18.2
21.4
30.1
0.
124.
568.
718.
2 12
.68.
130.
106
OneS
teel
-300
PLU
S
Profiles
TAPERFLANGE
CHANNELS
Dimensions and Properties Handbook8 December 2000
Tape
r Fla
nge
Chan
nels
Pro
pert
ies
for A
sses
sing
Sec
tion
Cap
acit
y
Corn
erAr
ea o
fCe
ntre
of
Mom
ent
ofRa
dius
of
Mod
ulus
of
Desi
gnat
ion
Mas
s pe
rTh
ickn
ess
Radi
usSe
ctio
nGr
avit
yIn
erti
aGy
rati
onSe
ctio
nA
Bm
etre
t 1t 2
r 1r 2
c yJ x
J yi x
i yZ x
Z ym
mm
mkg
/mm
mm
mm
mm
mm
m2
mm
106 m
m4
106 m
m4
mm
mm
103 m
m3
103 m
m3
100
× 50
TFC
9.36
57.
58
411
9215
.51.
890.
269
39.8
15.0
37.8
7.82
75 ×
40
TFC
6.92
57
84
882
12.7
0.75
90.
124
29.3
11.9
20.2
4.54
r 2r 1
B t 1 2
A
B
r 2
t 2
95i x i x
i yi y
X
Cy Y
X
Y
DURAGAL®EQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 9
Dura
Gal E
qual
Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
/C40
0L0
(TS
100)
x
� 5
� 1
x
� i � 2
y
�
yy
yx
x
12
53 4
� 3
� 1
� 4
� =
45°
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.Fu
ll se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Sect
ion
Prop
erti
esDe
sign
atio
nM
ass
Actu
alIn
side
Co-o
rdin
ates
Full
Nom
inal
per
Thic
k-Co
rner
ofAr
ea o
fAb
out
x-ax
isAb
out
y-ax
isLe
gSi
zeTh
ick-
met
rene
ssRa
dius
Cent
roid
Sect
ion
b 1b 2
ness
tr i
y 1 =
y4
x 2 =
x3
x 5A f
I xZ x
1 =
Z x4
S xr x
I yZ y
2 =
Z y3
Z y5
S yr y
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m
150
× 15
0 ×
8.0
CA18
.08.
08.
010
653
.551
.622
908.
3078
.312
060
.21.
9636
.738
.158
.229
.3
✦7.
0 CA
15.8
7.0
8.0
106
53.4
51.4
2020
7.34
69.2
106
60.3
1.74
32.6
33.8
51.3
29.4
✦6.
0 CA
13.6
6.0
8.0
106
53.2
51.3
1740
6.36
59.9
91.6
60.5
1.51
28.3
29.4
44.3
29.5
5.0
CA10
.84.
74.
010
653
.452
.413
805.
0447
.672
.460
.61.
2323
.023
.435
.629
.9
125
× 12
5 ×
8.0
CA14
.98.
08.
088
.444
.642
.818
904.
7353
.582
.750
.01.
1124
.725
.839
.624
.1
7.0
CA13
.17.
08.
088
.444
.542
.616
704.
1947
.473
.050
.10.
981
22.0
23.0
35.0
24.3
✦6.
0 CA
11.3
6.0
8.0
88.4
44.4
42.5
1440
3.63
41.1
63.1
50.3
0.85
319
.220
.130
.324
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5.0
CA8.
954.
74.
088
.444
.543
.611
402.
8932
.750
.050
.40.
699
15.7
16.0
24.4
24.8
✦4.
0 CA
7.27
3.8
4.0
88.4
44.4
43.4
926
2.36
26.7
40.7
50.5
0.57
212
.913
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.924
.9
100
× 10
0 ×
8.0
CA11
.78.
08.
070
.735
.833
.914
902.
3633
.452
.039
.80.
542
15.1
16.0
24.7
19.0
✦7.
0 CA
10.3
7.0
8.0
70.7
35.7
33.8
1320
2.10
29.7
46.0
39.9
0.48
313
.514
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6.0
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926.
08.
070
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.611
401.
8325
.839
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.10.
421
11.9
12.5
19.0
19.3
✦5.
0 CA
7.11
4.7
4.0
70.7
35.7
34.7
905
1.46
20.6
31.7
40.2
0.35
09.
8010
.115
.419
.7
✦4.
0 CA
5.78
3.8
4.0
70.7
35.6
34.6
736
1.20
16.9
25.8
40.3
0.28
78.
088.
3012
.619
.8
90 ×
90
× 8.
0 CA
10.5
8.0
8.0
63.6
32.3
30.4
1330
1.70
26.7
41.7
35.7
0.38
612
.012
.719
.717
.0
✦7.
0 CA
9.24
7.0
8.0
63.6
32.1
30.3
1180
1.51
23.8
36.9
35.9
0.34
410
.711
.417
.417
.1
✦6.
0 CA
7.97
6.0
8.0
63.6
32.0
30.1
1020
1.32
20.7
32.0
36.0
0.30
19.
419.
9915
.217
.2
✦5.
0 CA
6.37
4.7
4.0
63.6
32.2
31.2
811
1.06
16.6
25.5
36.1
0.25
27.
838.
0612
.417
.6
✦4.
0 CA
5.18
3.8
4.0
63.6
32.0
31.1
660
0.86
713
.620
.836
.20.
207
6.47
6.67
10.1
17.7
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DuraGal®Profiles
DURAGAL®EQUALANGLES
Dimensions and Properties Handbook10 December 2000
Dura
Gal E
qual
Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
/C40
0L0/
C350
L0 (
TS 1
00)
x
� 5
� 1
x
� i � 2
y
�
yy
yx
x
12
53 4
� 3
� 1
� 4
� =
45°
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.Fu
ll se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Sect
ion
Prop
erti
esDe
sign
atio
nM
ass
Actu
alIn
side
Co-o
rdin
ates
Full
Nom
inal
per
Thic
k-Co
rner
ofAr
ea o
fAb
out
x-ax
isAb
out
y-ax
isLe
gSi
zeTh
ick-
met
rene
ssRa
dius
Cent
roid
Sect
ion
b 1b 2
ness
tr i
y 1 =
y4
x 2 =
x3
x 5A f
I xZ x
1 =
Z x4
S xr x
I yZ y
2 =
Z y3
Z y5
S yr y
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m
75 ×
75
× 8.
0 CA
8.59
8.0
8.0
53.0
26.9
25.1
1090
0.95
718
.028
.429
.60.
213
7.89
8.46
13.2
13.9
✦
7.0
CA7.
597.
08.
053
.026
.825
.096
60.
854
16.1
25.2
29.7
0.19
07.
107.
6211
.814
.0
6.0
CA6.
566.
08.
053
.026
.724
.883
60.
747
14.1
21.9
29.9
0.16
76.
266.
7310
.214
.1
5.0
CA5.
264.
74.
053
.026
.825
.967
00.
601
11.3
17.5
30.0
0.14
25.
295.
488.
4414
.6
4.0
CA4.
293.
84.
053
.026
.725
.854
60.
495
9.34
14.3
30.1
0.11
74.
394.
556.
9314
.7
65 ×
65
× 6.
0 CA
5.62
6.0
8.0
46.0
23.1
21.3
716
0.47
710
.416
.225
.80.
104
4.52
4.91
7.50
12.1
5.0
CA4.
524.
74.
046
.023
.322
.457
60.
386
8.39
13.0
25.9
0.09
023.
874.
036.
2412
.5
4.0
CA3.
693.
84.
046
.023
.222
.247
00.
318
6.93
10.7
26.0
0.07
473.
223.
365.
1312
.6
50 ×
50
× 6.
0 CA
4.21
6.0
8.0
35.4
17.8
16.0
536
0.20
85.
899.
2919
.70.
0434
2.44
2.71
4.18
9.00
5.0
CA3.
424.
74.
035
.418
.017
.143
50.
170
4.80
7.53
19.8
0.03
892.
162.
283.
569.
45
4.0
CA2.
793.
84.
035
.417
.916
.935
60.
141
3.99
6.20
19.9
0.03
241.
811.
912.
949.
54
2.5
CA1.
812.
42.
535
.417
.817
.223
00.
0930
2.63
4.04
20.1
0.02
211.
241.
281.
959.
79
45 ×
45
× 4.
0 CA
2.50
3.8
4.0
31.8
16.1
15.2
318
0.10
23.
194.
9817
.90.
0231
1.43
1.52
2.35
8.52
2.5
CA1.
622.
42.
531
.816
.015
.420
60.
0673
2.11
3.25
18.1
0.01
590.
990
1.03
1.57
8.77
40 ×
40
× 4.
0 CA
2.20
3.8
4.0
28.3
14.3
13.4
280
0.07
022.
483.
8915
.80.
0157
1.10
1.17
1.82
7.50
2.5
CA1.
432.
42.
528
.314
.313
.718
20.
0468
1.65
2.55
16.0
0.01
100.
768
0.80
11.
227.
75
30 ×
30
× 2.
5 CA
1.06
2.4
2.5
21.2
10.7
10.2
134
0.01
910.
902
1.40
11.9
0.00
438
0.40
80.
431
0.66
45.
71
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DURAGAL®EQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 11
Dura
Gal E
qual
Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
/C40
0L0
(TS
100)
� B
� R
� 1
p
� i
� 2
n
�
p
T
L
��
n
p
nn
p
� L
� T
Dim
ensi
ons
Sect
ion
Prop
erti
esDe
sign
atio
nM
ass
Actu
alIn
side
Co-o
rdin
ates
Full
Prod
uct
ofNo
min
alpe
rTh
ick-
Corn
erof
Area
of
Abou
t n-
and
p-a
xes
2nd
Mom
ent
Leg
Size
Thic
k-m
etre
ness
Radi
usCe
ntro
idSe
ctio
n of
Are
ab 1
b 2ne
sst
r ip B
= n
Lp T
= n
RA f
I n =
Ip
Z nB
= Z p
LZ n
T = Z
pRS n
= S
pr n
= r
pI n
p
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
4
150
× 15
0 ×
8.0
CA18
.08.
08.
041
.210
922
905.
1312
547
.285
.247
.3-3
.17
✦
7.0
CA15
.87.
08.
040
.810
920
204.
5411
141
.675
.147
.4-2
.80
✦
6.0
CA13
.66.
08.
040
.411
017
403.
9397
.435
.964
.847
.6-2
.42
5.0
CA10
.84.
74.
039
.611
013
803.
1479
.128
.451
.247
.7-1
.91
125
× 12
5 ×
8.0
CA14
.98.
08.
034
.990
.118
902.
9283
.532
.458
.539
.2-1
.81
7.0
CA13
.17.
08.
034
.590
.516
702.
5874
.928
.651
.639
.4-1
.60
✦
6.0
CA11
.36.
08.
034
.190
.914
402.
2465
.724
.744
.639
.5-1
.39
5.0
CA8.
954.
74.
033
.491
.611
401.
8053
.819
.635
.339
.7-1
.10
✦
4.0
CA7.
273.
84.
033
.092
.092
61.
4744
.516
.028
.839
.8-0
.896
100
× 10
0 ×
8.0
CA11
.78.
08.
028
.771
.314
901.
4550
.620
.436
.831
.2-0
.910
✦
7.0
CA10
.37.
08.
028
.371
.713
201.
2945
.618
.032
.531
.3-0
.808
6.0
CA8.
926.
08.
027
.972
.111
401.
1240
.315
.628
.231
.5-0
.703
✦
5.0
CA7.
114.
74.
027
.172
.990
50.
905
33.4
12.4
22.4
31.6
-0.5
55
✦
4.0
CA5.
783.
84.
026
.873
.273
60.
742
27.7
10.1
18.3
31.7
-0.4
54
90 ×
90
× 8.
0 CA
10.5
8.0
8.0
26.2
63.8
1330
1.04
39.8
16.3
29.5
27.9
-0.6
57
✦
7.0
CA9.
247.
08.
025
.864
.211
800.
928
36.0
14.5
26.1
28.1
-0.5
84
✦
6.0
CA7.
976.
08.
025
.464
.610
200.
809
31.9
12.5
22.7
28.2
-0.5
09
✦
5.0
CA6.
374.
74.
024
.665
.481
10.
654
26.6
10.0
18.0
28.4
-0.4
02
✦
4.0
CA5.
183.
84.
024
.365
.766
00.
537
22.1
8.16
14.7
28.5
-0.3
30
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
f y =
350
MPa
and
f u =
400
MPa
, for
2.5
mm
< t
� 6
.0 m
m f y
= 4
50 M
Pa a
nd f u
= 5
00 M
Pa, a
nd fo
r t >
6.0
mm
f y =
400
MPa
and
f u =
450
MPa
).2.
Full
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0.
✦ T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
requ
est.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DuraGal®Profiles
DURAGAL®EQUALANGLES
Dimensions and Properties Handbook12 December 2000
Dura
Gal E
qual
Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
/C40
0L0/
C350
L0 (
TS 1
00)
� B
� R
� 1
p
� i
� 2
n
�
p
T
L
��
n
p
nn
p
� L
� T
Dim
ensi
ons
Sect
ion
Prop
erti
esD
esig
nati
onM
ass
Act
ual
Insi
deCo
-ord
inat
esFu
llPr
oduc
t of
Nom
inal
per
Thic
k-Co
rner
ofA
rea
ofA
bout
n-
and
p-ax
es2n
d M
omen
tLe
gSi
zeTh
ick-
met
rene
ssRa
dius
Cent
roid
Sect
ion
of A
rea
b 1b 2
ness
tr i
p B =
nL
p T =
nR
Af
I n =
Ip
Z nB =
ZpL
Z nT
= Z p
RS n
= S
pr n
= r
pI n
p
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
4
75 ×
75
× 8.
0 CA
8.59
8.0
8.0
22.5
52.5
1090
0.58
526
.011
.120
.123
.1-0
.372
✦7.
0 CA
7.59
7.0
8.0
22.1
52.9
966
0.52
223
.79.
8717
.823
.2-0
.332
6.0
CA6.
566.
08.
021
.753
.383
60.
457
21.1
8.57
15.5
23.4
-0.2
90
5.0
CA5.
264.
74.
020
.954
.167
00.
372
17.8
6.86
12.4
23.5
-0.2
30
4.0
CA4.
293.
84.
020
.554
.554
60.
306
14.9
5.62
10.1
23.7
-0.1
89
65 ×
65
× 6.
0 CA
5.62
6.0
8.0
19.2
45.8
716
0.29
115
.26.
3511
.520
.2-0
.186
5.0
CA4.
524.
74.
018
.446
.657
60.
238
13.0
5.10
9.22
20.3
-0.1
48
4.0
CA3.
693.
84.
018
.047
.047
00.
197
10.9
4.18
7.56
20.5
-0.1
22
50 ×
50
× 6.
0 CA
4.21
6.0
8.0
15.4
34.6
536
0.12
68.
153.
646.
5915
.3-0
.082
3
5.0
CA3.
424.
74.
014
.635
.443
50.
104
7.14
2.95
5.33
15.5
-0.0
655
4.0
CA2.
793.
84.
014
.335
.735
60.
0868
6.08
2.43
4.39
15.6
-0.0
544
2.5
CA1.
812.
42.
513
.636
.423
00.
0576
4.23
1.58
2.86
15.8
-0.0
355
45 ×
45
× 4.
0 CA
2.50
3.8
4.0
13.0
32.0
318
0.06
234.
791.
953.
5214
.0-0
.039
2
2.5
CA1.
622.
42.
512
.432
.620
60.
0416
3.36
1.27
2.30
14.2
-0.0
257
40 ×
40
× 4.
0 CA
2.20
3.8
4.0
11.8
28.2
280
0.04
303.
651.
522.
7512
.4-0
.027
2
2.5
CA1.
432.
42.
511
.128
.918
20.
0289
2.60
0.99
91.
8012
.6-0
.017
9
30 ×
30
× 2.
5 CA
1.06
2.4
2.5
8.61
21.4
134
0.01
181.
370.
550
0.99
49.
35-0
.007
38
Not
es:
1.St
eel gr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(fo
r t � 2
.5 m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa,
for
2.5
mm
< t
� 6
.0 m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa,
and
for
t >
6.0
mm
fy
= 40
0 M
Pa a
ndf u
= 4
50 M
Pa).
2.Fu
ll se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/
NZS
460
0.
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vailab
le o
n re
ques
t.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DURAGAL®EQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 13
Dura
Gal E
qual
Ang
les
x- a
nd y
-axe
sEf
fect
ive
Sect
ion
Prop
erti
esGr
ade
C450
L0/C
400L
0 (T
S 10
0)x
� 1
x
� o � 2
y
�
yy
yx
x
12
53 4
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.A e
is
calc
ulat
ed f
or s
ecti
ons
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
3.I e
and
Ze
are
calc
ulat
ed w
ith
the
extr
eme
com
pres
sion
or
tens
ion
fibr
es a
t f y
(fi
rst
yiel
d). Z e
is
calc
ulat
ed a
t th
e ex
trem
e te
nsio
n or
com
pres
sion
fib
re o
f th
e ef
fect
ive
sect
ion.
4.I e
x1 a
nd Z
ex1
are
for
com
pres
sion
at
poin
t "1
"; I
ex4
and
Z ex4
are
for
com
pres
sion
at
poin
t "4
"; I
ey2,
3 an
d Z e
y2,3 a
re f
or c
ompr
essi
on a
t po
ints
"2"
and
"3"
; I e
y5 a
nd Z
ey5
are
for
com
pres
sion
at
poin
t "5
".5.
Effe
ctiv
e se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Des
igna
tion
Mas
sA
ctua
lO
utsi
deYi
eld
Effe
ctiv
eN
omin
alpe
rTh
ick-
Corn
erSt
ress
Are
a of
Abo
ut x
-axi
sA
bout
y-a
xis
Leg
Size
Thic
k-m
etre
ness
Radi
usb 1
- r
ob 2
- r
oSe
ctio
nA e
b 1b 2
ness
tr o
tt
f yA e
A fI e
x1 =
Iex
4Z e
x1 =
Zex
4I e
y2,3
Z ey2
,3I e
y5Z e
y5
mm
mm
mm
kg/m
mm
mm
MPa
mm
210
6 mm
410
3 mm
310
6 mm
410
3 mm
310
6 mm
410
3 mm
3
150
× 15
0 ×
8.0
CA18
.08.
016
.016
.816
.840
016
100.
701
5.74
60.8
1.56
31.4
1.96
36.7
✦7.
0 CA
15.8
7.0
15.0
19.3
19.3
400
1280
0.63
24.
4849
.41.
2125
.51.
7432
.6
✦6.
0 CA
13.6
6.0
14.0
22.7
22.7
450
929
0.53
53.
2237
.60.
856
19.3
1.51
28.3
5.0
CA10
.84.
78.
730
.130
.145
057
20.
416
1.99
25.3
0.54
413
.21.
2323
.0
125
× 12
5 ×
8.0
CA14
.98.
016
.013
.613
.640
015
300.
809
3.90
46.9
1.05
23.9
1.11
24.7
7.0
CA13
.17.
015
.015
.715
.740
012
300.
736
3.06
38.3
0.82
419
.60.
981
22.0
✦6.
0 CA
11.3
6.0
14.0
18.5
18.5
450
902
0.62
82.
2029
.10.
584
14.8
0.85
319
.2
5.0
CA8.
954.
78.
724
.724
.745
056
00.
491
1.34
19.4
0.36
810
.20.
699
15.7
✦4.
0 CA
7.27
3.8
7.8
30.8
30.8
450
379
0.40
90.
917
14.0
0.24
87.
310.
572
12.9
100
× 10
0 ×
8.0
CA11
.78.
016
.010
.510
.540
014
100.
946
2.36
33.4
0.54
215
.10.
542
15.1
✦7.
0 CA
10.3
7.0
15.0
12.1
12.1
400
1150
0.87
21.
9027
.70.
483
13.5
0.48
313
.5
6.0
CA8.
926.
014
.014
.314
.345
085
90.
756
1.38
21.3
0.36
310
.70.
421
11.9
✦5.
0 CA
7.11
4.7
8.7
19.4
19.4
450
541
0.59
80.
837
14.1
0.23
07.
370.
350
9.80
✦4.
0 CA
5.78
3.8
7.8
24.3
24.3
450
370
0.50
20.
567
10.2
0.15
45.
280.
287
8.08
90 ×
90
× 8.
0 CA
10.5
8.0
16.0
9.25
9.25
400
1330
1.00
1.70
26.7
0.38
612
.00.
386
12.0
✦7.
0 CA
9.24
7.0
15.0
10.7
10.7
400
1100
0.93
61.
5023
.60.
344
10.7
0.34
410
.7
✦6.
0 CA
7.97
6.0
14.0
12.7
12.7
450
834
0.82
11.
1018
.30.
287
9.10
0.30
19.
41
✦5.
0 CA
6.37
4.7
8.7
17.3
17.3
450
530
0.65
40.
672
12.2
0.18
56.
330.
252
7.83
✦4.
0 CA
5.18
3.8
7.8
21.6
21.6
450
364
0.55
20.
454
8.76
0.12
34.
540.
207
6.47
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DuraGal®Profiles
DURAGAL®EQUALANGLES
Dimensions and Properties Handbook14 December 2000
Dura
Gal E
qual
Ang
les
x- a
nd y
-axe
sEf
fect
ive
Sect
ion
Prop
erti
esGr
ade
C450
L0/C
400L
0/C3
50L0
(TS
100
)x
� 1
x
� o � 2
y
�
yy
yx
x
12
53 4
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.A e
is c
alcu
late
d fo
r se
ctio
ns w
ith
unif
orm
axi
al c
ompr
essi
ve s
tres
s f y
.3.
I e a
nd Z
e ar
e ca
lcul
ated
wit
h th
e ex
trem
e co
mpr
essi
on o
r te
nsio
n fi
bres
at
f y (
firs
t yi
eld)
. Z e
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fib
re o
f th
e ef
fect
ive
sect
ion.
4.I e
x1 a
nd Z
ex1
are
for
com
pres
sion
at
poin
t "1
"; I
ex4
and
Z ex4
are
for
com
pres
sion
at
poin
t "4
"; I
ey2,
3 an
d Z e
y2,3 a
re f
or c
ompr
essi
on a
t po
ints
"2"
and
"3"
; I e
y5 a
nd Z
ey5
are
for
com
pres
sion
at
poin
t "5
".5.
Effe
ctiv
e se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Desi
gnat
ion
Mas
sAc
tual
Outs
ide
Yiel
dEf
fect
ive
Nom
inal
per
Thic
k-Co
rner
Stre
ssAr
ea o
fAb
out
x-ax
isAb
out
y-ax
isLe
gSi
zeTh
ick-
met
rene
ssRa
dius
b 1 -
ro
b 2 -
ro
Sect
ion
A eb 1
b 2ne
sst
r ot
tf y
A eA f
I ex1
= I
ex4
Z ex1
= Z
ex4
I ey2
,3Z e
y2,3
I ey5
Z ey5
mm
mm
mm
kg/m
mm
mm
MPa
mm
210
6 mm
410
3 mm
310
6 mm
410
3 mm
310
6 mm
410
3 mm
3
75 ×
75
× 8.
0 CA
8.59
8.0
16.0
7.38
7.38
400
1090
1.00
0.95
718
.00.
213
7.89
0.21
37.
89
✦
7.0
CA7.
597.
015
.08.
578.
5740
096
61.
000.
854
16.1
0.19
07.
100.
190
7.10
6.0
CA6.
566.
014
.010
.210
.245
078
10.
934
0.73
513
.90.
167
6.26
0.16
76.
26
5.0
CA5.
264.
78.
714
.114
.145
050
80.
759
0.45
89.
410.
125
4.84
0.14
25.
29
4.0
CA4.
293.
87.
817
.717
.745
035
30.
646
0.31
06.
780.
0840
3.49
0.11
74.
39
65 ×
65
× 6.
0 CA
5.62
6.0
14.0
8.50
8.50
450
716
1.00
0.47
710
.40.
104
4.52
0.10
44.
52
5.0
CA4.
524.
78.
712
.012
.045
048
70.
846
0.33
77.
650.
0902
3.87
0.09
023.
87
4.0
CA3.
693.
87.
815
.115
.145
034
20.
727
0.23
05.
540.
0619
2.83
0.07
473.
22
50 ×
50
× 6.
0 CA
4.21
6.0
14.0
6.00
6.00
450
536
1.00
0.20
85.
890.
0434
2.44
0.04
342.
44
5.0
CA3.
424.
78.
78.
798.
7945
043
51.
000.
170
4.80
0.03
892.
160.
0389
2.16
4.0
CA2.
793.
87.
811
.111
.145
031
60.
888
0.13
13.
780.
0324
1.81
0.03
241.
81
2.5
CA1.
812.
44.
918
.818
.835
015
60.
676
0.06
151.
980.
0169
1.03
0.02
211.
24
45 ×
45
× 4.
0 CA
2.50
3.8
7.8
9.79
9.79
450
303
0.95
20.
102
3.19
0.02
311.
430.
0231
1.43
2.5
CA1.
622.
44.
916
.716
.735
015
20.
736
0.04
941.
710.
0135
0.88
40.
0159
0.99
0
40 ×
40
× 4.
0 CA
2.20
3.8
7.8
8.47
8.47
450
280
1.00
0.07
022.
480.
0157
1.10
0.01
571.
10
2.5
CA1.
432.
44.
914
.614
.635
014
70.
806
0.03
851.
450.
0104
0.74
00.
0110
0.76
8
30 ×
30
× 2.
5 CA
1.06
2.4
4.9
10.5
10.5
350
132
0.98
00.
0191
0.90
20.
0043
80.
408
0.00
438
0.40
8
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. A
min
imum
ord
er q
uant
ity
may
app
ly o
n so
me
size
s.
DURAGAL®EQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 15
Dura
Gal E
qual
Ang
les
n- a
nd p
-axe
sEf
fect
ive
Sect
ion
Prop
erti
esGr
ade
C450
L0/C
400L
0 (T
S 10
0)
� 1
p
� o
� 2
n
�
p
T
L
��
n
p
nn
p
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Desi
gnat
ion
Mas
sAc
tual
Outs
ide
Yiel
dEf
fect
ive
Nom
inal
per
Thic
k-Co
rner
Stre
ssAr
ea o
fAb
out
n-an
d p-
axis
Leg
Size
Thic
k-m
etre
ness
Radi
usb 1
- r
ob 2
- r
oSe
ctio
nA e
b 1b 2
ness
tr o
tt
f yA e
A fI e
nT =
Iep
RZ e
nT =
Zep
RI e
nB =
Iep
LZ e
nB =
Zep
L
mm
mm
mm
kg/m
mm
mm
MPa
mm
210
6 mm
410
3 mm
310
6 mm
410
3 mm
3
150
× 1
50 ×
8.0
CA
18.0
8.0
16.0
16.8
16.8
400
1610
0.70
13.
1733
.85.
0446
.8
✦7.
0 CA
15.8
7.0
15.0
19.3
19.3
400
1280
0.63
22.
3126
.14.
3240
.7
✦6.
0 CA
13.6
6.0
14.0
22.7
22.7
450
929
0.53
51.
4718
.13.
5334
.1
5.0
CA10
.84.
78.
730
.130
.145
057
20.
416
0.79
111
.02.
5725
.9
125
× 12
5 ×
8.0
CA14
.98.
016
.013
.613
.640
015
300.
809
2.34
27.8
2.92
32.4
7.0
CA13
.17.
015
.015
.715
.740
012
300.
736
1.73
21.7
2.57
28.5
✦6.
0 CA
11.3
6.0
14.0
18.5
18.5
450
902
0.62
81.
1115
.22.
1324
.1
5.0
CA8.
954.
78.
724
.724
.745
056
00.
491
0.59
49.
131.
5718
.4
✦4.
0 CA
7.27
3.8
7.8
30.8
30.8
450
379
0.40
90.
357
6.01
1.20
14.5
100
× 10
0 ×
8.0
CA11
.78.
016
.010
.510
.540
014
100.
946
1.45
20.4
1.45
20.4
✦7.
0 CA
10.3
7.0
15.0
12.1
12.1
400
1150
0.87
21.
1816
.91.
2918
.0
6.0
CA8.
926.
014
.014
.314
.345
085
90.
756
0.78
212
.11.
1215
.6
✦5.
0 CA
7.11
4.7
8.7
19.4
19.4
450
541
0.59
80.
421
7.32
0.84
712
.0
✦4.
0 CA
5.78
3.8
7.8
24.3
24.3
450
370
0.50
20.
252
4.81
0.65
39.
55
90 ×
90
× 8.
0 CA
10.5
8.0
16.0
9.25
9.25
400
1330
1.00
1.04
16.3
1.04
16.3
✦7.
0 CA
9.24
7.0
15.0
10.7
10.7
400
1100
0.93
60.
928
14.5
0.92
814
.5
✦6.
0 CA
7.97
6.0
14.0
12.7
12.7
450
834
0.82
10.
657
10.8
0.80
912
.5
✦5.
0 CA
6.37
4.7
8.7
17.3
17.3
450
530
0.65
40.
357
6.58
0.62
99.
83
✦4.
0 CA
5.18
3.8
7.8
21.6
21.6
450
364
0.55
20.
214
4.33
0.48
97.
82
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy =
350
MPa
and
fu =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy =
450
MPa
and
fu =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
f u =
450
MPa
).2.
A e is
cal
cula
ted
for
sect
ions
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
3.I e
and
Ze
are
calc
ulat
ed w
ith
the
extr
eme
com
pres
sion
or
tens
ion
fibr
es a
t f y
(fi
rst
yiel
d). Z e
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fib
re o
f th
e ef
fect
ive
sect
ion.
4.I e
nT a
nd Z
enT
are
for
com
pres
sion
at
poin
t "T
"; I
enB
and
Z enB
are
for
com
pres
sion
at
poin
t "B
"; I
epR
and
Z epR
are
for
com
pres
sion
at
poin
t "R
"; I
epL
and
Z epL
are
for
com
pres
sion
at
poin
t "L
".5.
Effe
ctiv
e se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. A
min
imum
ord
er q
uant
ity
may
app
ly o
n so
me
size
s.
DuraGal®Profiles
DURAGAL®EQUALANGLES
Dimensions and Properties Handbook16 December 2000
Dura
Gal E
qual
Ang
les
n- a
nd p
-axe
sEf
fect
ive
Sect
ion
Prop
erti
esGr
ade
C450
L0/C
400L
0/C3
50L0
(TS
100
)
� 1
p
� o
� 2
n
�
p
T
L
��
n
p
nn
p
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
f u =
450
MPa
).2.
A e is
cal
cula
ted
for
sect
ions
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
3.I e
and
Ze
are
calc
ulat
ed w
ith
the
extr
eme
com
pres
sion
or
tens
ion
fibr
es a
t f y
(fi
rst
yiel
d).
Z e is
cal
cula
ted
at t
he e
xtre
me
tens
ion
or c
ompr
essi
on f
ibre
of
the
effe
ctiv
e se
ctio
n.4.
I enT
and
Zen
T ar
e fo
r co
mpr
essi
on a
t po
int
"T";
Ien
B an
d Z e
nB a
re f
or c
ompr
essi
on a
t po
int
"B";
Iep
R an
d Z e
pR a
re f
or c
ompr
essi
on a
t po
int
"R";
Iep
L an
d Z e
pL a
re f
or c
ompr
essi
on a
t po
int
"L".
5.Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0.
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Desi
gnat
ion
Mas
sAc
tual
Outs
ide
Yiel
dEf
fect
ive
Nom
inal
per
Thic
k-Co
rner
Stre
ssAr
ea o
fAb
out
n-an
d p-
axis
Leg
Size
Thic
k-m
etre
ness
Radi
usb 1
- r
ob 2
- r
oSe
ctio
nA e
b 1b 2
ness
tr o
tt
f yA e
A fI e
nT =
Iep
RZ e
nT =
Zep
RI e
nB =
Iep
LZ e
nB =
Zep
L
mm
mm
mm
kg/m
mm
mm
MPa
mm
210
6 mm
410
3 mm
310
6 mm
410
3 mm
3
75 x
75
x 8.
0 CA
8.59
8.0
16.0
7.38
7.38
400
1090
1.00
0.58
511
.10.
585
11.1
✦
7.0
CA7.
597.
015
.08.
578.
5740
096
61.
000.
522
9.87
0.52
29.
87
6.0
CA6.
566.
014
.010
.210
.245
078
10.
934
0.45
78.
570.
457
8.57
5.0
CA5.
264.
78.
714
.114
.145
050
80.
759
0.26
65.
450.
372
6.86
4.0
CA4.
293.
87.
817
.717
.745
035
30.
646
0.16
23.
620.
293
5.51
65 x
65
x 6.
0 CA
5.62
6.0
14.0
8.50
8.50
450
716
1.00
0.29
16.
350.
291
6.35
5.0
CA4.
524.
78.
712
.012
.045
048
70.
846
0.20
84.
650.
238
5.10
4.0
CA3.
693.
87.
815
.115
.145
034
20.
727
0.12
93.
130.
195
4.17
50 x
50
x 6.
0 CA
4.21
6.0
14.0
6.00
6.00
450
536
1.00
0.12
63.
640.
126
3.64
5.0
CA3.
424.
78.
78.
798.
7945
043
51.
000.
104
2.95
0.10
42.
95
4.0
CA2.
793.
87.
811
.111
.145
031
60.
888
0.08
212.
340.
0868
2.43
2.5
CA1.
812.
44.
918
.818
.835
015
60.
676
0.03
331.
080.
0560
1.56
45 x
45
x 4.
0 CA
2.50
3.8
7.8
9.79
9.79
450
303
0.95
20.
0623
1.95
0.06
231.
95
2.5
CA1.
622.
44.
916
.716
.735
015
20.
736
0.02
810.
972
0.04
141.
27
40 x
40
x 4.
0 CA
2.20
3.8
7.8
8.47
8.47
450
280
1.00
0.04
301.
520.
0430
1.52
2.5
CA1.
432.
44.
914
.614
.635
014
70.
806
0.02
310.
856
0.02
890.
999
30 x
30
x 2.
5 CA
1.06
2.4
4.9
10.5
10.5
350
132
0.98
00.
0118
0.55
00.
0118
0.55
0
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
DURAGAL®EQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 17
Dura
Gal E
qual
Ang
les
x- a
nd y
-axe
sSe
ctio
n Pr
oper
ties
for M
embe
r Sta
bilit
yGr
ade
C450
L0/C
400L
0/C3
50L0
(TS
100
)� o
y
yx
x
� =
45°
She
ar C
entr
e
Desi
gnat
ion
Mas
sTo
rsio
nCo
ordi
nate
Pola
r Ra
dius
of
Mon
osym
met
ryN
omin
alpe
rCo
nsta
ntof
Gyra
tion
abo
ut t
heSe
ctio
nLe
gSi
zeTh
ick-
met
reSh
ear
Cent
reSh
ear
Cent
reCo
nsta
ntb 1
b 2ne
ssJ
x or o
1� y
mm
mm
mm
kg/m
103 m
m4
mm
mm
mm
150
× 15
0 ×
8.0
CA18
.049
.051
.684
.320
6✦
7.0
CA15
.832
.951
.884
.620
7✦
6.0
CA13
.620
.852
.084
.920
85.
0 CA
10.8
10.1
52.2
85.2
209
125
× 12
5 ×
8.0
CA14
.940
.442
.869
.917
17.
0 CA
13.1
27.2
43.0
70.1
172
✦6.
0 CA
11.3
17.2
43.1
70.4
173
5.0
CA8.
958.
3943
.470
.817
3✦
4.0
CA7.
274.
4643
.571
.117
410
0 ×
100
× 8.
0 CA
11.7
31.9
33.9
55.4
136
✦7.
0 CA
10.3
21.5
34.1
55.7
136
6.0
CA8.
9213
.634
.356
.013
7✦
5.0
CA7.
116.
6634
.556
.413
8✦
4.0
CA5.
783.
5434
.756
.613
990
× 9
0 ×
8.0
CA10
.528
.530
.449
.712
2✦
7.0
CA9.
2419
.230
.649
.912
2✦
6.0
CA7.
9712
.230
.850
.212
3✦
5.0
CA6.
375.
9731
.050
.612
4✦
4.0
CA5.
183.
1831
.150
.912
575
× 7
5 ×
8.0
CA8.
5923
.425
.141
.010
0✦
7.0
CA7.
5915
.825
.341
.310
16.
0 CA
6.56
10.0
25.5
41.6
102
5.0
CA5.
264.
9325
.741
.910
34.
0 CA
4.29
2.63
25.8
42.2
103
65 ×
65
× 6.
0 CA
5.62
8.59
21.9
35.8
87.7
5.0
CA4.
524.
2422
.236
.288
.64.
0 CA
3.69
2.26
22.3
36.4
89.2
50 ×
50
× 6.
0 CA
4.21
6.43
16.6
27.1
66.5
5.0
CA3.
423.
2016
.827
.567
.44.
0 CA
2.79
1.71
17.0
27.8
68.0
2.5
CA1.
810.
442
17.3
28.2
69.0
45 ×
45
× 4.
0 CA
2.50
1.53
15.2
24.9
61.0
2.5
CA1.
620.
396
15.5
25.3
61.9
40 ×
40
× 4.
0 CA
2.20
1.35
13.5
22.0
53.9
2.5
CA1.
430.
350
13.7
22.4
54.9
30 ×
30
× 2.
5 CA
1.06
0.25
810
.216
.640
.7
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
ndf u
= 4
00 M
Pa, f
or 2
.5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, and
fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.W
ith
the
exce
ptio
n of
J, p
rope
rtie
s ar
e ca
lcul
ated
ass
umin
g a
sim
plifi
ed s
hape
whe
re t
he b
ends
are
elim
inat
ed a
nd t
he s
ecti
on is
rep
rese
nted
by
stra
ight
m
id-l
ines
in a
ccor
danc
e w
ith
Clau
se 2
.1.2
.1 o
f AS
/NZS
460
0.3.
� x is
zer
o fo
r eq
ual a
ngle
s.4.
I w is
equ
al t
o ze
ro f
or a
ngle
s.5.
The
shea
r ce
ntre
is a
ssum
ed t
o be
loca
ted
at t
he in
ters
ecti
on o
f th
e ce
ntre
lin
es o
f th
e an
gle
legs
.
✦ T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.A
min
imum
ord
er q
uant
ity
may
app
ly o
n so
me
size
s.
DuraGal®Profiles
DURAGAL®UNEQUALANGLES
Dimensions and Properties Handbook18 December 2000
Dura
Gal U
nequ
al A
ngle
sx-
and
y-a
xes
Dim
ensi
ons
and
Full
Sect
ion
Prop
erti
esGr
ade
C450
L0 (
TS 1
00)
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
(TS
100
)
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 /
C35
0L0
(for
t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
f u =
450
MPa
).2.
A e is
calc
ulat
ed f
or s
ecti
ons
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
3.I e
and
Ze
are
calc
ulat
ed w
ith
the
extr
eme
com
pres
sion
or
tens
ion
fibr
es a
t f y
(fi
rst
yiel
d). Z e
is
calc
ulat
ed a
t th
e ex
trem
e te
nsio
n or
com
pres
sion
fib
re o
f th
e ef
fect
ive
sect
ion.
4.I e
x1 a
nd Z
ex1
are
for
com
pres
sion
at
poin
t "1
"; I
ex4
and
Z ex4
are
for
com
pres
sion
at
poin
t "4
".I e
y2,3 a
nd Z
ey2,
3 ar
e fo
r co
mpr
essi
on a
t po
ints
"2"
and
"3"
; I e
y5 a
nd Z
ey5
are
for
com
pres
sion
at
poin
t "5
".5.
Effe
ctiv
e se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Des
igna
tion
Mas
sA
ctua
lO
utsi
deYi
eld
Effe
ctiv
eN
omin
alpe
rTh
ick-
Corn
erSt
ress
Are
a of
Abo
ut x
-axi
sA
bout
y-a
xis
Leg
Size
Thic
k-m
etre
ness
Radi
usb 1
- r
ob 2
- r
oSe
ctio
nA e
b 1b 2
ness
tr o
tt
f yA e
A fI e
x1Z e
x1I e
x4Z e
x4I e
y2,3
Z ey2
,3I e
y5Z e
y5m
mm
mm
mkg
/mm
mm
mM
Pam
m2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
✦ 75
× 5
0 ×
6.0
CA5.
386.
014
.010
.26.
0045
065
80.
960
0.46
49.
290.
464
9.29
0.07
312.
890.
0731
2.89
✦5.
0 CA
4.34
4.7
8.7
14.1
8.79
450
472
0.85
40.
286
6.17
0.37
87.
470.
0631
2.42
0.06
312.
42
✦4.
0 CA
3.54
3.8
7.8
17.7
11.1
450
334
0.74
10.
185
4.30
0.30
96.
100.
0520
1.99
0.05
242.
01
✦
Dura
Gal U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck ite
m b
ut s
izes
100
× 7
5, 1
25 ×
75,
150
× 1
00 in
6 or
8 m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st.
A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
inf
orm
atio
n an
d av
aila
bilit
y on
the
se s
izes
.
Not
es:
1.St
eel gr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(fo
r t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.Fu
ll se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/
NZS
460
0.
Dim
ensi
ons
Sect
ion
Prop
erti
esD
esig
nati
onM
ass
Act
ual
Insi
deFu
llN
omin
alpe
rTh
ick-
Corn
erCo
ordi
nate
s of
Cen
troi
dTa
nA
rea
ofA
bout
x-a
xis
Abo
ut y
-axi
sLe
gSi
zeTh
ick-
met
rene
ssRa
dius
�Se
ctio
nb 1
b 2ne
sst
r iy 1
y 4x 2
x 3x 5
Af
I xZ x
1Z x
4S x
r xI y
Z y2
Z y3
Z y5
S yr y
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
310
3 mm
310
3 mm
3m
m
✦ 75
× 5
0 ×
6.0
CA5.
386.
08.
050
.039
.214
.925
.317
.80.
472
686
0.46
49.
2911
.915
.726
.00.
0731
4.89
2.89
4.10
5.97
10.3
✦5.
0 CA
4.34
4.7
4.0
50.6
38.4
14.4
26.1
18.5
0.46
255
30.
378
7.47
9.83
12.7
26.2
0.06
314.
382.
423.
424.
9610
.7
✦4.
0 CA
3.54
3.8
4.0
50.8
38.3
14.1
26.1
18.3
0.46
445
10.
312
6.15
8.15
10.4
26.3
0.05
243.
712.
012.
874.
0810
.8
✦ Dur
aGal
Une
qual
Ang
les
are
not
a co
mm
on s
tock
ite
m b
ut s
izes
100
× 7
5, 1
25 ×
75,
150
× 1
00 in
6 or
8 m
m w
all th
ickn
ess
are
also
ava
ilabl
e on
req
uest
. A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loc
al S
teel
& T
ube
bran
ch f
or inf
orm
atio
n an
d av
aila
bilit
y on
the
se s
izes
.
x
� 5
� 1x
� i
� 2
y
�
y
y
y
x
x
12
53 4 � 3� 1
� 4�
� 2
x� 1x
� o
� 2
y
�
y
y
y
x
x
12
53 4
DURAGAL®UNEQUALANGLES
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 19
Dura
Gal U
nequ
al A
ngle
sn-
and
p-a
xes
Dim
ensi
ons
and
Full
Sect
ion
Prop
erti
esGr
ade
C450
L0 (
TS 1
00)
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
(TS
100
)
Not
es:
1.St
eel gr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(fo
r t �
2.5
mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
f u =
450
MPa
).2.
A e is
calc
ulat
ed f
or s
ecti
ons
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
3.I e
and
Ze
are
calc
ulat
ed w
ith
the
extr
eme
com
pres
sion
or
tens
ion
fibr
es a
t f y
(fi
rst
yiel
d). Z e
is
calc
ulat
ed a
t th
e ex
trem
e te
nsio
n or
com
pres
sion
fib
re o
f th
e ef
fect
ive
sect
ion.
4.I e
nT a
nd Z
enT
are
for
com
pres
sion
at
poin
t "T
"; I
enB a
nd Z
enB a
re f
or c
ompr
essi
on a
t po
int
"B".
I epR
and
Zep
R ar
e fo
r co
mpr
essi
on a
t po
int
"R";
Iep
L an
d Z e
pL a
re f
or c
ompr
essi
on a
t po
int
"L".
5.Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS/
NZS
460
0.
Dim
ensi
ons
Rati
osGra
deEf
fect
ive
Sect
ion
Prop
erti
esD
esig
nati
onM
ass
Act
ual
Out
side
Yiel
dEf
fect
ive
Nom
inal
per
Thic
k-Co
rner
Stre
ssA
rea
ofA
bout
x-a
xis
Abo
ut y
-axi
sLe
gSi
zeTh
ick-
met
rene
ssRa
dius
b 1 -
ro
b 2 -
ro
Sect
ion
Ae
b 1b 2
ness
tr o
tt
f yA
eA
fI e
nTZ e
nTI e
nBZ e
nBI e
pRZ e
pRI e
pLZ e
pLm
mm
mm
mkg
/mm
mm
mM
Pam
m2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
✦75
× 5
0 ×
6.0
CA5.
386.
014
.010
.26.
0045
065
80.
960
0.39
37.
980.
393
7.98
0.14
43.
870.
144
3.87
✦5.
0 CA
4.34
4.7
8.7
14.1
8.79
450
472
0.85
40.
243
5.29
0.32
36.
430.
119
3.12
0.11
93.
12
✦4.
0 CA
3.54
3.8
7.8
17.7
11.1
450
334
0.74
10.
153
3.59
0.26
65.
260.
0909
2.43
0.09
672.
55
✦ Dur
aGal
Une
qual
Ang
les
are
not
a co
mm
on s
tock
ite
m b
ut s
izes
100
× 7
5, 1
25 ×
75,
150
× 1
00 in
6 or
8 m
m w
all th
ickn
ess
are
also
ava
ilabl
e on
req
uest
. A m
inim
um o
rder
qua
ntit
y m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loc
al S
teel
& T
ube
bran
ch f
or inf
orm
atio
n an
d av
aila
bilit
y on
the
se s
izes
.
Not
es:
1.St
eel gr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(fo
r t � 2
.5 m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
f u =
450
MPa
).2.
Full
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS/
NZS
460
0.
Dim
ensi
ons
Sect
ion
Prop
erti
esD
esig
nati
onM
ass
Full
Prod
uct
ofN
omin
alpe
rCo
ordi
nate
s of
Cen
troi
dA
rea
ofA
bout
n-a
xis
Abo
ut p
-axi
s2n
d M
omen
tLe
gSi
zeTh
ick-
met
reSe
ctio
nof
Are
ab 1
b 2ne
ssp B
p Tn L
n RA
fI n
Z nB
Z nT
S nr n
I pZ p
LZ p
RS p
r pI n
pm
mm
mm
mkg
/mm
mm
mm
mm
mm
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
✦75
× 5
0 ×
6.0
CA5.
3825
.749
.312
.737
.368
60.
393
15.3
7.98
14.2
23.9
0.14
411
.43.
876.
9714
.5-0
.151
✦5.
0 CA
4.34
24.8
50.2
12.0
38.0
553
0.32
313
.06.
4311
.524
.20.
119
9.86
3.12
5.56
14.6
-0.1
20
✦4.
0 CA
3.54
24.4
50.6
11.7
38.3
451
0.26
610
.95.
269.
4324
.30.
0983
8.44
2.57
4.54
14.8
-0.0
991
✦ Dur
aGal
Une
qual
Ang
les
are
not
a co
mm
on s
tock
ite
m b
ut s
izes
100
× 7
5, 1
25 ×
75,
150
× 1
00 in
6 or
8 m
m w
all th
ickn
ess
are
also
ava
ilab
le o
n re
ques
t. A
min
imum
ord
er q
uant
ity
may
app
ly
on s
ome
size
s. P
leas
e co
ntac
t yo
ur loc
al S
teel
& T
ube
bran
ch f
or inf
orm
atio
n an
d av
aila
bility
on
thes
e si
zes.
� B
� R
� 1
p
� i
� 2
n
�
p
T
L
��
n
p
nn
p
� L
� T
� 1
p
� o
� 2
n
�
p
T
L
��
n
p
nn
p
DuraGal®Profiles
DURAGAL®UNEQUALANGLES
Dimensions and Properties Handbook20 December 2000
Dura
Gal U
nequ
al A
ngle
sx-
and
y-a
xes
Sect
ion
Prop
erti
es fo
r Mem
ber S
tabi
lity
Grad
e C4
50L0
(TS
100
)
Not
es:
1.St
eel gr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(fo
r t � 2
.5 m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa, fo
r 2.
5 m
m <
t �
6.0
mm
fy
= 45
0 M
Paan
d f u
= 5
00 M
Pa, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.W
ith
the
exce
ptio
n of
J, pr
oper
ties
are
cal
cula
ted
assu
min
g a
sim
plif
ied
shap
e w
here
the
ben
ds a
re e
lim
inat
ed a
nd t
hese
ctio
n is
rep
rese
nted
by
stra
ight
mid
-lin
es in
acco
rdan
ce w
ith
Clau
se 2
.1.2
.1 o
f AS/
NZS
460
0.3.
�x
is z
ero
for
equa
l an
gles
.4.
I w is
equa
l to
zer
o fo
r an
gles
.5.
The
shea
r ce
ntre
is
assu
med
to
be loc
ated
at
the
inte
rsec
tion
of
the
cent
re lin
es o
f th
e an
gle
legs
.
Des
igna
tion
Mas
sTo
rsio
nCo
ordi
nate
sPo
lar
Rad
ius
ofM
onos
ymm
etry
Nom
inal
per
Cons
tant
ofGyr
atio
n ab
out
the
Sect
ion
Leg
Size
Thic
k-m
etre
Shea
r Ce
ntre
Shea
r Ce
ntre
Cons
tant
sb 1
b 2ne
ssJ
x oy o
r o1
�x
�y
mm
mm
mm
kg/m
10
3m
m4
mm
mm
mm
mm
mm
✦ 75
× 5
0 × 6
.0 C
A5.
388.
2317
.316
.236
.639
.279
.2
✦5.
0 CA
4.34
4.07
17.6
16.2
36.9
39.2
80.2
✦4.
0 CA
3.54
2.17
17.7
16.2
37.2
39.3
80.8
✦ Dur
aGal
Une
qual
Ang
les
are
not
a co
mm
on s
tock
ite
m b
ut s
izes
100
× 7
5, 1
25 ×
75,
150
× 1
00 in
6 or
8 m
m w
all th
ickn
ess
are
also
ava
ilab
le o
n re
ques
t. A
min
imum
ord
er q
uant
ity
may
app
ly o
n so
me
size
s. P
leas
e co
ntac
t yo
ur loc
al S
teel
& T
ube
bran
ch f
or inf
orm
atio
n an
d av
aila
bility
on
thes
e si
zes.
� oy
y
x
x
�
She
ar C
entr
e
� o
DURAGAL®CHANNELS
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 21
Dura
Gal C
hann
els
x- a
nd y
-axe
sDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
50L0
/C40
0L0
(TS
100)
x
b ft
yy
x
r i
dd
– 2t
x L
R
L
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 (
for
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.Fu
ll se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Sect
ion
Prop
erti
esDe
sign
atio
nM
ass
Actu
alIn
side
Dept
hCo
ord.
Full
Nom
inal
per
Thic
k-Co
rner
Betw
een
ofAr
ea o
fAb
out
x-ax
isAb
out
y-ax
isTh
ick-
met
rene
ssRa
dius
Flan
ges
Cent
roid
Sect
ion
db f
ness
tr i
d -
2tx L
A fI x
Z xS x
r xI y
Z yR
Z yL
S yr y
mm
mm
mm
kg/m
mm
mm
mm
mm
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m
300
× 90
× 8
.0 C
C28
.58.
08.
028
420
.336
3044
.229
435
911
02.
4435
.012
062
.125
.9
7.0
CC25
.17.
08.
028
619
.931
9039
.226
131
711
12.
1730
.910
954
.626
.1
6.0
CC21
.66.
08.
028
819
.527
5034
.022
727
511
11.
8926
.896
.647
.126
.2
250
× 90
× 6
.0 C
C19
.26.
08.
023
821
.624
5021
.917
621
094
.61.
7926
.283
.346
.427
.1
230
× 75
× 6
.0 C
C16
.96.
08.
021
817
.521
5015
.713
716
685
.51.
0518
.259
.832
.222
.0
200
× 75
× 6
.0 C
C15
.56.
08.
018
818
.819
7011
.211
213
575
.51.
0017
.953
.431
.822
.6
5.0
CC12
.44.
74.
019
118
.115
809.
1891
.810
976
.40.
812
14.3
44.9
25.3
22.7
180
× 75
× 5
.0 C
C11
.64.
74.
017
119
.114
807.
1679
.593
.769
.50.
787
14.1
41.2
25.1
23.1
150
× 75
× 5
.0 C
C10
.54.
74.
014
120
.913
404.
6762
.372
.559
.00.
743
13.7
35.6
24.8
23.5
125
× 65
× 4
.0 C
C7.
233.
84.
011
718
.392
12.
2536
.141
.849
.50.
388
8.32
21.2
15.1
20.5
100
× 50
× 4
.0 C
C5.
593.
84.
092
.414
.371
21.
0821
.725
.439
.00.
174
4.86
12.2
8.78
15.6
75 ×
40
× 4.
0 CC
4.25
3.8
4.0
67.4
12.1
541
0.45
712
.214
.429
.10.
0840
3.01
6.93
5.46
12.5
DuraGal®Profiles
DURAGAL®CHANNELS
Dimensions and Properties Handbook22 December 2000
Dura
Gal C
hann
els
x- a
nd y
-axe
sEf
fect
ive
Sect
ion
Prop
erti
esGr
ade
C450
L0/C
400L
0 (T
S 10
0)
x
b ft
yy
x
r o
dd
– 2t
R
L
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 (
for
t �
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
400
MPa
and
fu
= 45
0 M
Pa).
2.d e
and
be
are
the
effe
ctiv
e w
idth
s of
the
web
and
fla
nge
resp
ecti
vely
.3.
d e, b e
and
Ae
are
calc
ulat
ed f
or s
ecti
ons
wit
h un
ifor
m a
xial
com
pres
sive
str
ess
f y.
4.I e
yL a
nd Z
eyL
are
for
com
pres
sion
at
poin
t "L
"; I
eyR
and
Z eyR
are
for
com
pres
sion
at
poin
t "R
".5.
Effe
ctiv
e se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
Dim
ensi
ons
Rati
osGr
ade
Effe
ctiv
e Se
ctio
n Pr
oper
ties
Desi
gnat
ion
Mas
sAc
tual
Outs
ide
Dept
hYi
eld
Effe
ctiv
eN
omin
alpe
rTh
ick-
Corn
erBe
twee
nSt
ress
Area
of
Abo
ut x
-axi
s
Abo
ut y
-axi
sTh
ick-
met
rene
ssRa
dius
Flan
ges
(d-2
r o)
(b-r
o)d e
b eA e
Sect
ion
db f
ness
tr o
d-2t
tt
(d-2
r o)
(b-r
o)A f
f yA e
I ex
Z ex
I eyR
Z eyR
I eyL
Z eyL
mm
mm
mm
kg/m
mm
mm
mm
MPa
mm
210
6 mm
410
3 mm
310
6 mm
410
3 mm
310
6 mm
410
3 mm
3
300
× 90
× 8
.0 C
C28
.58.
016
.028
433
.59.
250.
915
1.00
0.95
040
034
5044
.229
42.
4435
.02.
4435
.0
7.0
CC25
.17.
015
.028
638
.610
.70.
835
0.92
90.
879
400
2810
38.3
253
2.17
30.9
2.17
30.9
6.0
CC21
.66.
014
.028
845
.312
.70.
712
0.80
10.
763
450
2100
32.0
206
1.46
22.4
1.89
26.8
250
× 90
× 6
.0 C
C19
.26.
014
.023
837
.012
.70.
825
0.80
10.
831
450
2040
20.5
158
1.41
22.2
1.79
26.2
230
× 75
× 6
.0 C
C16
.96.
014
.021
833
.710
.20.
879
0.92
50.
906
450
1950
15.4
132
1.05
18.2
1.05
18.2
200
× 75
× 6
.0 C
C15
.56.
014
.018
828
.710
.20.
968
0.92
50.
955
450
1880
11.0
108
1.00
17.9
1.00
17.9
5.0
CC12
.44.
78.
719
138
.914
.10.
797
0.74
10.
787
450
1240
8.37
79.5
0.56
011
.00.
812
14.3
180
× 75
× 5
.0 C
C11
.64.
78.
717
134
.614
.10.
863
0.74
10.
820
450
1220
6.50
68.4
0.55
011
.00.
787
14.1
150
× 75
× 5
.0 C
C10
.54.
78.
714
128
.214
.10.
977
0.74
10.
869
450
1160
4.22
52.9
0.53
210
.90.
743
13.7
125
× 65
× 4
.0 C
C7.
233.
87.
811
728
.815
.10.
966
0.70
50.
845
450
779
2.00
29.8
0.25
66.
240.
388
8.32
100
× 50
× 4
.0 C
C5.
593.
87.
892
.422
.211
.11.
000.
875
0.94
445
067
21.
0420
.10.
164
4.67
0.17
44.
86
75 ×
40
× 4.
0 CC
4.25
3.8
7.8
67.4
15.6
8.47
1.00
1.00
1.00
450
541
0.45
712
.20.
0840
3.01
0.08
403.
01
DURAGAL®CHANNELS
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 23
Dura
Gal C
hann
els
x- a
nd y
-axe
sSe
ctio
n Pr
oper
ties
for M
embe
r Sta
bilit
yGr
ade
C450
L0/C
400L
0 (T
S 10
0)
x o
yy
xx S
hear
Cen
tre
Desi
gnat
ion
Mas
sTo
rsio
nW
arpi
ngCo
ordi
nate
Pola
r Rad
ius
ofM
onos
ymm
etry
Nom
inal
per
Cons
tant
Cons
tant
ofGy
rati
on a
bout
the
Sect
ion
Thic
k-m
etre
Shea
r Cen
tre
Shea
r Cen
tre
Cons
tant
db f
ness
JI w
x or o
1ß y
mm
mm
mm
kg/m
103 m
m4
109 m
m6
mm
mm
mm
300
× 90
× 8
.0 C
C28
.577
.437
.743
.412
233
8
7.0
CC25
.152
.233
.743
.712
333
9
6.0
CC21
.633
.029
.644
.012
334
0
250
× 90
× 6
.0 C
C19
.229
.419
.247
.811
027
3
230
× 75
× 6
.0 C
C16
.925
.89.
4837
.896
.725
4
200
× 75
× 6
.0 C
C15
.523
.76.
7840
.289
.021
7
5.0
CC12
.411
.65.
5240
.689
.721
8
180
× 75
× 5
.0 C
C11
.610
.94.
2942
.484
.919
7
150
× 75
× 5
.0 C
C10
.59.
872.
7745
.478
.317
1
125
× 65
× 4
.0 C
C7.
234.
431.
0140
.067
.014
5
100
× 50
× 4
.0 C
C5.
593.
430.
285
30.1
51.8
113
75 ×
40
× 4.
0 CC
4.25
2.60
0.07
6024
.440
.185
.9
Note
s:1.
Stee
l gra
de C
450L
0 /
C400
L0 (
for t
� 6
.0 m
m f y
= 4
50 M
Pa a
nd f u
= 5
00 M
Pa, a
nd fo
r t >
6.0
mm
f y =
400
MPa
and
f u =
450
MPa
).2.
Wit
h th
e ex
cept
ion
of J
, pro
pert
ies
are
calc
ulat
ed a
ssum
ing
a si
mpl
ified
sha
pe w
here
the
ben
ds a
re e
limin
ated
and
the
sect
ion
is re
pres
ente
d by
str
aigh
t m
id-li
nes
in a
ccor
danc
e w
ith
Clau
se 2
.1.2
.1 o
f AS/
NZS
4600
.3.
ß x is
zer
o fo
r cha
nnel
s.
DuraGal®Profiles
DURAGAL®FLATS
Dimensions and Properties Handbook24 December 2000
Dura
Gal F
lats
x- a
nd y
-axe
s an
d ba
selin
e ax
isDi
men
sion
s an
d Fu
ll Se
ctio
n Pr
oper
ties
Grad
e C4
00L0
/C35
0L0
(TS
100)
x
t
yy
xw
11
Dim
ensi
ons
Grad
eSe
ctio
n Pr
oper
ties
Des
igna
tion
Mas
sA
ctua
lYi
eld
Full
Abo
utTo
rsio
nN
omin
alpe
rTh
ick-
Stre
ssA
rea
of1-
axis
Abo
ut x
-axi
sA
bout
y-a
xis
Cons
tant
Wid
thTh
ick-
met
rene
ssSe
ctio
nw
ness
tf y
A fI 1
I xZ x
S xr x
I yZ y
S yr y
Jm
mm
mkg
/mm
mM
Pam
m2
106 m
m4
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
300
× 8.
0 CF
18.8
8.0
350
2400
72.0
18.0
120
180
86.6
0.01
283.
204.
802.
3151
.2
✦6.
0 CF
14.1
6.0
400
1800
54.0
13.5
90.0
135
86.6
0.00
540
1.80
2.70
1.73
21.6
5.0
CF11
.14.
740
014
1042
.310
.670
.510
686
.60.
0026
01.
101.
661.
3610
.4
250
× 8.
0 CF
15.7
8.0
350
2000
41.7
10.4
83.3
125
72.2
0.01
072.
674.
002.
3142
.7
✦6.
0 CF
11.8
6.0
400
1500
31.3
7.81
62.5
93.8
72.2
0.00
450
1.50
2.25
1.73
18.0
5.0
CF9.
224.
740
011
8024
.56.
1249
.073
.472
.20.
0021
60.
920
1.38
1.36
8.65
200
× 8.
0 CF
12.6
8.0
350
1600
21.3
5.33
53.3
80.0
57.7
0.00
853
2.13
3.20
2.31
34.1
6.0
CF9.
426.
040
012
0016
.04.
0040
.060
.057
.70.
0036
01.
201.
801.
7314
.4
5.0
CF7.
384.
740
094
012
.53.
1331
.347
.057
.70.
0017
30.
736
1.10
1.36
6.92
150
× 8.
0 CF
9.42
8.0
350
1200
9.00
2.25
30.0
45.0
43.3
0.00
640
1.60
2.40
2.31
25.6
6.0
CF7.
076.
040
090
06.
751.
6922
.533
.843
.30.
0027
00.
900
1.35
1.73
10.8
5.0
CF5.
534.
740
070
55.
291.
3217
.626
.443
.30.
0013
00.
552
0.82
81.
365.
19
✦4.
0 CF
4.47
3.8
400
570
4.28
1.07
14.3
21.4
43.3
0.00
0686
0.36
10.
542
1.10
2.74
✦13
0 ×
6.0
CF6.
126.
040
078
04.
391.
1016
.925
.437
.50.
0023
40.
780
1.17
1.73
9.36
5.0
CF4.
804.
740
061
13.
440.
860
13.2
19.9
37.5
0.00
112
0.47
90.
718
1.36
4.50
✦4.
0 CF
3.88
3.8
400
494
2.78
0.69
610
.716
.137
.50.
0005
940.
313
0.46
91.
102.
38
100
× 6.
0 CF
4.71
6.0
400
600
2.00
0.50
010
.015
.028
.90.
0018
00.
600
0.90
01.
737.
20
5.0
CF3.
694.
740
047
01.
570.
392
7.83
11.8
28.9
0.00
0865
0.36
80.
552
1.36
3.46
4.0
CF2.
983.
840
038
01.
270.
317
6.33
9.50
28.9
0.00
0457
0.24
10.
361
1.10
1.83
75 ×
5.0
CF
2.77
4.7
400
353
0.66
10.
165
4.41
6.61
21.7
0.00
0649
0.27
60.
414
1.36
2.60
4.0
CF2.
243.
840
028
50.
534
0.13
43.
565.
3421
.70.
0003
430.
181
0.27
11.
101.
37
65 ×
5.0
CF
2.40
4.7
400
306
0.43
00.
108
3.31
4.96
18.8
0.00
0562
0.23
90.
359
1.36
2.25
4.0
CF1.
943.
840
024
70.
348
0.08
702.
684.
0118
.80.
0002
970.
156
0.23
51.
101.
19
50 ×
5.0
CF
1.84
4.7
400
235
0.19
60.
0490
1.96
2.94
14.4
0.00
0433
0.18
40.
276
1.36
1.73
4.0
CF1.
493.
840
019
00.
158
0.03
961.
582.
3814
.40.
0002
290.
120
0.18
11.
100.
915
Note
s:1.
Stee
l gra
de C
400L
0 /
C350
L0 (
for
t �
6.0
mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
, an
d fo
r t
> 6.
0 m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa).
2.Se
ctio
n pr
oper
ties
are
cal
cula
ted
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. M
inim
um o
rder
qua
ntit
ies
may
app
ly o
n so
me
size
s.
Plate
PLATEPRODUCTS
Dimensions and Properties HandbookDecember 2000 25
Plat
eTh
ere
are
a va
riet
y of
inte
rnat
iona
l spe
cifi
cati
ons
for
hot
rolle
d st
eel p
late
. So
me
of t
he m
ore
com
mon
spe
cifi
cati
ons
and
grad
es,
wit
h th
eir
chem
ical
and
mec
hani
cal
prop
erti
es, ar
e su
mm
aris
ed b
elow
.
The
chem
ical
com
posi
tion
s ar
e al
l the
max
imum
% c
onte
nt.
The
mec
hani
cal p
rope
rtie
s re
late
to
12-2
0mm
thi
ck p
late
s. T
his
data
is
for
com
pari
son
purp
oses
onl
y an
d sh
ould
not
be u
sed
in li
eu o
f th
e ac
tual
spe
cifi
cati
ons,
whi
ch s
houl
d al
way
s be
con
sult
ed.
Mild
Ste
elM
ediu
m s
tren
gth
stru
ctur
al s
teel
pla
te w
ith
a no
min
al y
ield
str
engt
h of
250
MPa
.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
AS/N
ZS 3
678
Grad
e 25
00.
220.
551.
700.
040
0.03
50.
4425
0 M
Pa41
0 M
Pa22
%
JIS
G310
3 SS
400
0.05
00.
050
245
MPa
400-
510
MPa
17%
BS E
N 10
025
S275
0.18
1.50
0.04
00.
040
0.40
275
MPa
410-
560
MPa
22%
Med
ium
Tens
ileH
igh
stre
ngth
str
uctu
ral s
teel
pla
te w
ith
a no
min
al y
ield
str
engt
h of
350
MPa
.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
AS/N
ZS 3
678
Grad
e 35
00.
220.
551.
700.
040
0.03
50.
4835
0 M
Pa45
0 M
Pa20
%
JIS
G310
1 SS
540
0.30
1.60
0.04
00.
040
400
MPa
540
MPa
13%
BS E
N 10
025
S355
0.20
0.55
1.60
0.04
00.
040
0.45
355
MPa
490-
630
MPa
22%
Hig
h Te
nsile
Hig
h st
reng
th s
truc
tura
l ste
el p
late
wit
h a
nom
inal
yie
ld s
tren
gth
of 4
50 M
Pa.
Not
suit
able
for
hot
for
min
g or
nor
mal
isin
g.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
AS/N
ZS 3
678
Grad
e 45
00.
220.
551.
800.
040
0.03
50.
4845
0 M
Pa52
0 M
Pa16
%
Hig
h Te
nsile
Que
nche
d &
Tem
pere
dH
igh
stre
ngth
, lo
w a
lloy
stee
l pla
te w
ith
a yi
eld
stre
ss t
hree
tim
es t
hat
of c
arbo
n st
eel.
Har
dnes
s 25
5HB.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
BISP
LATE
80
0.18
0.20
1.40
0.01
00.
003
0.50
690
MPa
790-
930
MPa
18%
PLATEPRODUCTS
Plate
Dimensions and Properties Handbook26 December 2000
Abra
sion
Res
ista
nt Q
uenc
hed
& Te
mpe
red
Thro
ugh
hard
ened
, ab
rasi
on r
esis
tant
ste
el p
late
, of
feri
ng lo
ng li
fe e
xpec
tanc
y in
hig
h im
pact
abr
asio
n ap
plic
atio
ns.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
onH
ardn
ess
BISP
LATE
360
0.18
0.20
1.40
0.01
00.
003
0.50
1260
MPa
13%
360-
400H
B
BISP
LATE
400
0.18
0.20
1.40
0.01
00.
003
0.50
1350
MPa
12%
360-
440H
B
BISP
LATE
425
0.29
0.22
0.55
0.01
50.
003
0.62
1480
MPa
11%
400-
460H
B
BISP
LATE
500
0.29
0.22
0.55
0.01
50.
003
0.62
1640
MPa
10%
477-
534H
B
Corr
osio
n Re
sist
ant
Stru
ctur
al s
teel
wit
h im
prov
ed r
esis
tanc
e to
atm
osph
eric
cor
rosi
on.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
onCo
pper
AS/N
ZS 1
594
HW
350
0.11
0.50
0.50
0.15
00.
035
0.39
340
MPa
450
MPa
15%
0.15
to
0.50
%
JIS
G312
5 SP
A-H
0.12
0.75
0.50
0.15
00.
040
345
MPa
480
MPa
22%
0.25
to
0.60
%
Floo
r Pla
teLo
zeng
e pa
tter
n flo
or p
late
.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
AS/N
ZS 1
594
HA1
0.10
0.03
0.50
0.03
00.
030
C
omm
erci
al g
rade
not
rat
ed f
or m
echa
nica
l pro
pert
ies
AS/N
ZS 1
594
HA2
500.
190.
020.
700.
030
0.03
025
0 M
Pa35
0 M
Pa
Boile
r Pla
teA
carb
on-m
anga
nese
ste
el f
or b
oile
r an
d pr
essu
re v
esse
l app
licat
ions
wit
h a
min
imum
ten
sile
str
engt
h of
460
MPa
.
Chem
ical
Com
posi
tion
%Yi
eld
Tens
ileM
inC
SiM
nP
SCE
Stre
ngth
Stre
ngth
Elon
gati
on
AS15
48-7
-460
R0.
200.
601.
700.
040
0.03
00.
4529
5 M
Pa46
0 M
Pa21
%
Coil
COILPRODUCTS
Dimensions and Properties HandbookDecember 2000 27
Coil
Sum
mar
ised
bel
ow a
re N
ew Z
eala
nd a
nd I
nter
nati
onal
sta
ndar
ds for
our
com
mon
stoc
k it
ems.
Thi
s da
ta i
s fo
r co
mpa
riso
n pu
rpos
es o
nly
and
shou
ld n
ot b
e us
ed i
nlie
u of
the
act
ual s
peci
fica
tion
s, w
hich
sho
uld
alw
ays
be c
onsu
lted
.
Cold
Rol
led:
NZC
C –
SD o
r JIS
G 3
141
SPCC
, AS
1595
CA2
The
follo
win
g in
form
atio
n re
late
s to
BH
P NZ
Ste
el’s
Prod
uct
Desi
gnat
ion
NZCC
-SD
Desc
ript
ion:
Cold
rol
led,
ann
eale
d an
d sk
inpa
ssed
ste
el o
f co
mm
erci
al q
ualit
y,ca
pabl
e of
mod
erat
e fo
rmin
g an
d pr
essi
ng,
wit
h a
surf
ace
fini
shsu
itab
le f
or e
xpos
ed n
on-c
riti
cal
appl
icat
ions
Surf
ace
Mat
t fi
nish
sui
tabl
e fo
r pa
inti
ng a
nd e
xpos
ed n
on-c
riti
cal
Fini
sh:
appl
icat
ions
Appl
icat
ions
:Fi
ling
cabi
nets
, ai
r co
ndit
ioni
ng,
hous
ehol
d el
ectr
ical
app
lianc
es,
furn
itur
e an
d au
tom
otiv
e pa
rts
Size
Thic
knes
s
2438
× 1
219
0.60
2438
× 1
219
0.80
2438
× 1
219
1.00
2438
× 1
219
1.20
2438
× 1
219
1.60
2438
× 1
219
2.00
2438
× 1
219
2.50
2438
× 1
219
3.00
Elem
ent
Max
imum
Carb
on0.
080
Silic
on0.
030
Man
gane
se0.
254
Sulp
hur
0.03
0
Phos
phor
us0.
025
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
Proo
f st
ress
/Yie
ld p
oint
160
– 24
0
Tens
ile (
MPa
)29
0 –
365
% E
long
atio
n*34
HRB
Har
dnes
s40
– 6
0
* L o
= 5
0mm
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%
Elec
tro
Galv
anis
ed: J
IS G
331
3 SE
CC/S
EHC
Desc
ript
ion:
Cold
rol
led
and
Hot
rol
led
elec
tro
galv
anis
ed p
hosp
hate
coa
ted
stee
l she
et
Surf
ace
Elec
tro
galv
anis
ed p
hosp
hate
coa
ted
high
ly w
orka
ble
stee
l she
et s
uita
ble
Fini
sh:
for
pain
ting
and
exp
osed
non
-cri
tica
l ap
plic
atio
ns
Appl
icat
ions
:Do
mes
tic
appl
ianc
es,
hous
ehol
d fu
rnit
ure,
veh
icle
s an
d co
nstr
ucti
onm
ater
ials
Size
Thic
knes
s
2438
× 1
219
0.60
2438
× 1
219
0.80
2438
× 1
219
1.00
2438
× 1
219
1.20
2438
× 1
219
1.60
2438
× 1
219
2.00
2438
× 1
219
2.50
2438
× 1
219
3.00
Elem
ent
Max
imum
SPH
CSP
CC
Carb
on0.
150.
12
Silic
on—
—
Man
gane
se0.
600.
50
Sulp
hur
0.05
00.
040
Phos
phor
us0.
050
0.04
5
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
SECC
SEH
C
Proo
f st
ress
/Yie
ld p
oint
••
Tens
ile (
MPa
)27
027
0
% E
long
atio
n34
- 3
929
- 3
1
HRB
Har
dnes
s•
•
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%*
* Cl
ass
desi
gnat
ion
of b
ase
met
al in
the
rel
evan
t JI
S st
anda
rd:
SEH
C –
SPH
CSE
CC –
SPC
C
Cold
rol
led
SECC
0.
4-1.
2mm
ty
pica
lly
JIS
G 31
41
spec
ifie
d ba
se m
etal
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
Hot
rol
led
SEH
C 1.
6mm
an
d ab
ove
typi
cally
JI
S G
3131
sp
ecif
ied
base
met
al
COILPRODUCTS
Coil
Dimensions and Properties Handbook28 December 2000
Enam
ellin
g Qu
alit
y: J
IS G
313
3 SP
PDe
scri
ptio
n:De
carb
uriz
ed s
teel
she
ets
Surf
ace
Deca
rbur
ized
oile
d st
eel s
heet
for
the
pro
cess
of
porc
elai
nFi
nish
:en
amel
ling
Appl
icat
ions
:W
hite
-war
e m
anuf
actu
ring
Size
Thic
knes
s
2438
× 1
219
0.8
2438
× 1
219
1.0
2438
× 1
219
1.2
2438
× 1
219
1.6
2438
× 1
219
3.0
Elem
ent
Max
imum
Carb
on0.
008
Silic
on—
Man
gane
se0.
50
Sulp
hur
0.04
Phos
phor
us0.
04
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
Proo
f st
ress
/Yie
ld p
oint
•
Tens
ile (
MPa
)•
% E
long
atio
n36
– 4
0
HRB
Har
dnes
s•
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
Zinc
alum
e: A
S 13
97 G
300
AZ1
50De
scri
ptio
n:H
ot r
olle
d an
d ho
t di
pped
allo
y co
ated
ste
el s
heet
wit
h45
% z
inc/
55%
alu
min
ium
Surf
ace
Natu
rally
sm
all s
pang
le w
ith
a co
atin
g m
ass
of 1
50 g
/m2
Fini
sh:
Appl
icat
ions
:Ro
ofin
g, c
ladd
ing,
rai
nwat
er g
oods
, ai
r co
ndit
ioni
ng,
gara
ge d
oors
Size
Thic
knes
s
2400
× 1
200
0.55
2400
× 1
200
0.75
2400
× 1
200
0.95
Elem
ent
Max
imum
Carb
on0.
30
Silic
on—
Man
gane
se1.
60
Sulp
hur
0.03
Phos
phor
us0.
04
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
Proo
f st
ress
/Yie
ld p
oint
300
Tens
ile (
MPa
)34
0
% E
long
atio
n*20
HRB
Har
dnes
s•
* L o
= 5
0mm
Typi
cal D
imen
sion
s
Mec
hani
cal Pr
oper
ties
Chem
ical
Com
posi
tion
%
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
Note
: Fo
r gr
ade
G300
nit
roge
nize
d st
eel m
ay b
e us
ed f
or s
ecti
ons
grea
ter
than
1.0
0mm
thi
ck.
Coil
COILPRODUCTS
Dimensions and Properties HandbookDecember 2000 29
Galv
anis
ed: A
S/N
ZS 1
397
G 25
0, J
IS G
330
2 SG
CC/S
GHC
Z27
The
follo
win
g in
form
atio
n re
late
s to
AS/
NZS
1397
:199
3
Desc
ript
ion:
Hot
rol
led,
hot
dip
ped
zinc
coa
ted
shee
t
Surf
ace
100%
zin
c co
ated
wit
h re
gula
r sp
angl
e an
d a
typi
cal c
oati
ng m
ass
Fini
sh:
of 2
75 g
/m2
equi
vale
nt t
o Z2
75.
400
g/m
2 an
d 60
0 g/
m2
coat
ing
wei
ght
mas
s al
so a
vaila
ble
Appl
icat
ions
:Ro
ofin
g, c
ladd
ing,
dru
ms
and
tube
s, p
urlin
s, g
irts
, ai
rco
ndit
ioni
ng,
culv
erts
, sh
eet
met
al w
ork,
con
cret
e fo
rmin
g w
ork
Size
Thic
knes
s
2400
× 9
000.
40
2400
× 9
000.
55
2400
× 9
000.
75
2400
× 9
000.
95
2400
× 1
200
0.40
2400
× 1
200
0.55
2400
× 1
200
0.75
2400
× 1
200
0.95
2400
× 1
200
1.15
2400
× 1
200
1.55
2400
× 1
200
2.00
2400
× 1
200
2.50
2400
× 1
200
3.00
3000
× 1
200
3.00
3000
× 1
500
0.55
3000
× 1
500
0.75
3000
× 1
500
0.95
3660
× 1
200
0.55
Elem
ent
Max
imum
Carb
on0.
12
Silic
on—
Man
gane
se0.
50
Sulp
hur
0.03
5
Phos
phor
us0.
03
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
Proo
f st
ress
/Yie
ld p
oint
250
Tens
ile (
MPa
)32
0
% E
long
atio
n*25
HRB
Har
dnes
s•
* L o
= 5
0mm
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
Hot
Rol
led:
JIS
G 3
101
SS40
0 (1
.60m
m)
AS 1
594/
HA2
50 (
2.00
and
2.5
0mm
)Th
e fo
llow
ing
info
rmat
ion
rela
tes
to A
S 15
94 e
xcep
t w
here
ind
icat
ed.
Desc
ript
ion:
Hot
rol
led
stee
l she
et
Surf
ace
Mill
fin
ishe
d st
eel s
heet
sui
tabl
e fo
r fo
rmin
g an
d be
ndin
gFi
nish
:w
ith
good
duc
tilit
y an
d w
elda
bilit
y
Appl
icat
ions
:Ro
ofin
g, c
ladd
ing,
rai
nwat
er g
oods
, pu
rlins
, gi
rts,
air
con
diti
onin
g,ga
rage
doo
rs
Size
Thic
knes
s
2438
× 1
219
1.60
2438
× 1
219
2.00
2438
× 1
219
2.50
Elem
ent
Max
imum
Carb
on0.
20Si
licon
0.35
Man
gane
se1.
20Su
lphu
r0.
03Ph
osph
orus
0.04
Chro
miu
m(N
ote
1)Ni
ckel
(Not
e 1)
Copp
er(N
ote
1)Al
umin
ium
0.10
Tita
nium
0.04
Mic
ro-a
lloyi
ng0.
01 (
Note
2)
elem
ents
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
SS40
0H
A250
Proo
f st
ress
/Yie
ld p
oint
245
250
Tens
ile (
MPa
)40
0 -
510
350
% E
long
atio
n21
22*
HRB
Har
dnes
s•
•
* L o
= 5
0mm
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%
Note
:1.
The
follo
win
g el
emen
ts m
ay b
e pr
esen
t to
th
e lim
its
stat
ed,
subj
ect
to a
max
imum
to
tal c
onte
nt o
f 0.
30 p
erce
nt:
(a)
Copp
er:
0.15
per
cent
max
imum
(b)
Nick
el:
0.15
per
cent
max
imum
(c)
Chro
miu
m:
0.15
per
cent
max
imum
(d)
Mol
ybde
num
: 0.
05 p
erce
nt m
axim
um2.
Appl
ies
to N
iobi
um a
nd v
anad
ium
onl
y.
JIS
G 31
01
SS40
0
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
AS 1
594/
HA
250
Rele
vant
stan
dard
:
COILPRODUCTS
Coil
Dimensions and Properties Handbook30 December 2000
Alum
inis
ed: A
STM
A46
3 CQ
T1-
40 C
hrom
ated
and
Oile
dDe
scri
ptio
n:Al
umin
ium
coa
ted
stee
l she
et
Surf
ace
Hot
dip
ped
coat
ed s
teel
she
et w
ith
alum
iniu
m-s
ilico
n al
loy
Fini
sh:
cont
aini
ng 5
-11%
sili
con
to p
rom
ote
bett
er c
oati
ng a
dher
ence
Appl
icat
ions
:Ro
ofin
g an
d cl
addi
ng
Size
Thic
knes
s
2438
× 1
219
0.6
2438
× 1
219
0.8
2438
× 1
219
1.0
2438
× 1
219
1.2
2438
× 1
219
1.6
Elem
ent
Max
imum
Carb
on0.
15
Silic
on—
Man
gane
se0.
60
Sulp
hur
0.04
Phos
phor
us0.
35
Long
itud
inal
ten
sile
Spec
ifie
d -
Min
imum
Proo
f st
ress
/Yie
ld p
oint
•
Tens
ile (
MPa
)•
% E
long
atio
n•
HRB
Har
dnes
s•
Typi
cal D
imen
sion
s
Mec
hani
cal P
rope
rtie
s
Chem
ical
Com
posi
tion
%
Note
: •
not
spec
ifie
d in
the
sta
ndar
d.
Coil
COILPRODUCTS
Dimensions and Properties HandbookDecember 2000 31
Wir
e an
d Sh
eet
Met
al G
auge
s
Gaug
eSh
eet
Wir
e
Num
ber
Birm
ingh
am G
auge
Birm
ingh
am G
auge
Impe
rial
Sta
ndar
d Ga
uge
inch
esm
min
ches
mm
inch
esm
m
7/0
0.5
12
.700
6/0
0.46
4 11
.786
5/0
0.5
12
.700
0.43
2 10
.973
4/0
0.45
4 11
.532
0.40
0 10
.160
3/0
0.42
5 10
.795
0.37
2 9
.449
2/0
0.38
0 9
.652
0.34
8 8
.839
00.
340
8.6
360.
324
8.2
301
0.30
0 7
.620
0.30
0 7
.620
20.
284
7.2
140.
276
7.0
103
0.25
9 6
.579
0.25
2 6
.401
40.
238
6.0
450.
232
5.8
935
0.22
0 5
.588
0.21
2 5
.385
60.
203
5.1
560.
192
4.8
777
0.18
0 4
.572
0.17
6 4
.470
80.
165
4.1
910.
160
4.0
649
0.14
8 3
.759
0.14
4 3
.658
100.
1250
3.17
50.
134
3.4
040.
128
3.2
5111
0.11
132.
827
0.12
0 3
.048
0.11
6 2
.946
120.
0991
2.51
70.
109
2.7
690.
104
2.6
4213
0.08
822.
240
0.09
5 2
.413
0.09
2 2
.337
140.
0785
1.99
40.
083
2.1
080.
080
2.0
3215
0.06
991.
775
0.07
2 1
.829
0.07
2 1
.829
160.
0625
1.58
80.
065
1.6
510.
064
1.6
2617
0.05
561.
412
0.05
8 1
.473
0.05
6 1
.422
180.
0495
1.25
70.
049
1.2
450.
048
1.2
1919
0.04
401.
118
0.04
2 1
.067
0.04
0 1
.016
200.
0392
0.99
60.
035
0.8
890.
036
0.9
1421
0.03
490.
886
0.03
2 0
.813
0.03
2 0
.813
220.
0313
0.79
40.
030
0.7
620.
028
0.7
1123
0.02
780.
707
0.02
5 0
.635
0.02
4 0
.610
240.
0248
0.62
90.
022
0.5
590.
022
0.5
5925
0.02
200.
560
0.02
0 0
.508
0.02
0 0
.508
260.
0196
0.49
80.
018
0.4
570.
018
0.4
5727
0.01
750.
443
0.01
6 0
.406
0.01
64 0
.417
280.
0156
0.39
70.
014
0.3
560.
0148
0.3
7629
0.01
390.
353
0.01
31 0
.333
0.01
36 0
.345
300.
0123
0.31
20.
0120
0.3
050.
0124
0.3
15
REINFORCINGBAR
RB
Dimensions and Properties Handbook32 December 2000
Rein
forc
ing
Paci
fic
Stee
l, Ne
w Z
eala
nd’s
only
pro
duce
r of
hot
rol
led
Rein
forc
ing
Stee
l, ha
s a
rein
forc
ing
bar
rang
e w
hich
com
plie
s w
ith
the
stan
dard
, NZ
S 34
02:
1989
– S
teel
Bar
sfo
r th
e Re
info
rcem
ent
of C
oncr
ete.
The
re a
re t
wo
grad
es o
f st
eel r
einf
orci
ng b
ars
desi
gnat
ed a
s Gr
ade
300
and
Grad
e 43
0.
Paci
fic
Stee
l als
o of
fer
a hi
gher
str
engt
h 50
0 M
Pa r
einf
orci
ng s
teel
con
form
ing
to t
he G
rade
500
E in
the
new
dra
ft joi
nt A
ustr
alia
New
Zea
land
Sta
ndar
d (t
he s
tand
ard
is e
xpec
ted
to b
e pu
blis
hed
duri
ng 2
001)
. Th
ese
bars
are
bra
nded
as
SEIS
MIC
500
® .
Chem
ical
& M
echa
nica
l Pro
pert
ies
Stee
l St
anda
rdCa
rbon
Carb
onSu
lphu
r*Y
ield
Tens
ile
Stre
n./
Elon
gati
onGra
deEq
uiv.
%&
Pho
s.
Stre
ngth
Yie
ld S
tren
gth
* %
MPa
Rati
o*%
max
. m
ax.
max
.m
in.
min
.m
ax.
m
in.
300
NZS
340
20.
450.
220.
0527
51.
151.
5020
(to
tal)
430
NZS
340
20.
510.
220.
0541
01.
151.
4015
(to
tal)
500E
AS/
NZS
467
1**
0.49
0.22
0.05
500
1.15
1.40
10 (
unifor
m)
*Ch
arac
teri
stic
val
ues
**Cu
rren
tly
a dr
aft
stan
dard
num
ber
– DR
9811
9
Dim
ensi
onal
Req
uire
men
t Tab
le
Bar
Desi
gnat
ion
Nor
mal
Dim
ensi
ons
Mas
sDi
amet
erAr
eaPe
rim
eter
Plai
nDe
form
edm
mm
m2
mm
kg/m
R66
28.3
18.8
0.22
2
R88
50.3
25.1
0.39
5
R10
D10
1078
.531
.40.
617
R12
D12
1211
3.0
37.7
0.88
8
R16
D16
1620
1.0
50.3
1.57
8
R20
D20
2031
4.0
62.8
2.46
6
R24
D24
2445
2.0
75.4
3.55
1
R25
D25
2549
1.0
78.5
3.85
R28
D28
2861
6.0
88.0
4.83
4
R32
D32
3280
4.0
101.
06.
313
R40
D40
4012
60.0
126.
09.
865
Note
:6m
m a
nd 8
mm
bar
s ar
e av
aila
ble
in G
rade
300
onl
y fo
r pl
ain
bar
24m
m a
nd 2
8mm
are
not
ava
ilabl
e in
Gra
de 5
00E
25m
m b
ars
are
avai
labl
e on
ly in
Gra
de 5
00E
(SEI
SMIC
500
®)32
mm
and
40m
m p
lain
bar
s ar
e no
t av
aila
ble
in G
rade
500
E
RHS
RECTANGULARHOLLOWSECTIONS
Dimensions and Properties HandbookDecember 2000 33
Rect
angu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
yy
xx
�
�
�
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
or D
esig
n to
AS
4100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
Abou
t x-a
xis
Abou
t y-a
xis
per
Surfa
ce A
rea
b-2t
d-2t
Sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
Cons
tant
Mod
ulus
Fact
orm
etre
t t
Area
Com
pact
-Co
mpa
ct-
db
tpe
r m
per
tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k f� e
xne
ss(3
)Z e
x� e
yne
ss(3
) Z
eym
mm
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(C,N
,S)
103 m
m3
(C,N
,S)
103 m
m3
✦ 2
50 ×
150
× 9
.0 R
HS
51.8
0.76
114
.714
.725
.8
6600
53.7
430
533
90.2
24.3
324
375
60.7
56.0
554
1.00
17.4
C53
330
.5N
373
6.0
RHS
35.6
0.77
421
.823
.039
.745
3038
.430
737
492
.017
.523
326
462
.239
.039
50.
907
27.2
C37
446
.9S
208
✦5.
0 RH
S29
.90.
779
26.0
28.0
48.0
3810
32.7
262
317
92.6
15.0
199
224
62.6
33.0
337
0.81
433
.1N
300
56.8
S15
6
✦20
0 ×
150
× 9.
0 RH
S44
.70.
661
14.8
14.7
20.2
5698
31.0
310
379
73.7
19.9
265
312
59.0
40.5
435
1.00
17.4
C37
923
.9C
312
✦6.
0 RH
S30
.90.
674
21.8
23.0
31.3
3932
22.4
224
268
75.4
14.4
192
221
60.5
28.4
312
1.00
27.2
C26
837
.1N
200
200
× 10
0 ×
9.0
RHS
37.7
0.56
114
.99.
1120
.248
0022
.822
829
368
.97.
6415
318
039
.919
.927
21.
0010
.8C
293
23.9
C18
0
6.0
RHS
26.2
0.57
422
.014
.731
.333
3016
.716
721
070
.85.
6911
413
041
.314
.220
01.
0017
.4C
210
37.1
N11
9
5.0
RHS
22.1
0.57
926
.218
.038
.028
1014
.414
417
971
.54.
9298
.311
141
.812
.117
20.
925
21.3
C17
945
.0S
90.1
✦4.
0 RH
S17
.90.
583
32.5
23.0
48.0
2280
11.9
119
147
72.1
4.07
81.5
91.0
42.3
9.89
142
0.80
127
.2C
147
56.8
S63
.1
152
× 76
× 6
.0 R
HS
19.4
0.43
122
.210
.723
.424
806.
9791
.411
753
.02.
3561
.771
.930
.86.
0310
91.
0012
.7C
117
27.7
C71
.9
5.0
RHS
16.5
0.43
626
.4
13
.228
.521
006.
0679
.510
053
.72.
0654
.062
.031
.35.
1894
.91.
0015
.7C
100
33.7
N59
.0
150
× 10
0 ×
9.0
RHS
30.6
0.46
115
.19.
1114
.739
0010
.914
518
552
.95.
7711
514
038
.513
.219
71.
0010
.8C
185
17.4
C14
0
6.0
RHS
21.4
0.47
422
.114
.723
.027
308.
1710
913
454
.74.
3687
.310
240
.09.
5114
71.
0017
.4C
134
27.2
C10
2
5.0
RHS
18.2
0.47
926
.318
.028
.023
107.
0794
.311
555
.33.
7975
.787
.340
.48.
1212
71.
0021
.3C
115
33.1
N83
.6
✦4.
0 RH
S14
.80.
483
32.7
23.0
35.5
1880
5.87
78.2
94.6
55.9
3.15
63.0
71.8
40.9
6.64
105
0.97
127
.2C
94.6
42.0
S60
.9
127
× 51
× 6
.0 R
HS
14.7
0.33
022
.56.
5019
.218
683.
2851
.668
.941
.90.
761
29.8
35.8
20.2
2.20
54.9
1.00
8.72
C68
.925
.7C
35.8
5.0
RHS
12.5
0.33
526
.78.
2023
.415
942.
8945
.659
.942
.60.
679
26.6
31.3
20.6
1.93
48.6
1.00
11.0
C59
.931
.4N
30.6
3.5
RHS
9.07
0.34
137
.612
.634
.311
552.
2034
.744
.643
.70.
526
20.6
23.4
21.3
1.44
37.2
0.90
516
.9C
44.6
46.0
S18
.5
✦12
5 ×
75 ×
6.0
RH
S16
.70.
374
22.4
10.5
18.8
2130
4.16
66.6
84.2
44.2
1.87
50.0
59.1
29.6
4.44
86.2
1.00
12.4
C84
.222
.3C
59.1
5.0
RHS
14.2
0.37
926
.613
.023
.018
103.
6458
.372
.744
.81.
6543
.951
.130
.13.
8375
.31.
0015
.4C
72.7
27.2
C51
.1
4.0
RHS
11.6
0.38
332
.916
.829
.314
803.
0548
.960
.345
.41.
3937
.042
.430
.63.
1663
.01.
0019
.8C
60.3
34.6
N39
.9
3.0
RHS
8.96
0.39
043
.523
.039
.711
402.
4338
.947
.346
.11.
1129
.533
.331
.1 2
.43
49.5
0.90
827
.2C
47.3
46.9
S26
.3
Note
s:
1.Th
is t
able
is c
alcu
late
d in
acc
orda
nce
wit
h AS
410
0 us
ing
desi
gn y
ield
str
ess
f y =
350
MPa
and
des
ign
tens
ile s
tren
gth
f u =
430
MPa
as
per
AS 4
100
tabl
e 2.
1 fo
r AS
116
3 gr
ade
C350
L0.
2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C
= Co
mpa
ct S
ecti
on; N
= N
on-c
ompa
ct S
ecti
on; S
= S
lend
er S
ecti
on; a
s de
fine
d in
AS
4100
.4.
Fo
r Sq
uare
and
Rec
tang
ular
Hol
low
Sec
tion
s th
e ou
tsid
e co
rner
rad
ius
r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t fo
r se
ctio
ns w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.
✦ T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.
RECTANGULARHOLLOWSECTIONS
RHS
Dimensions and Properties Handbook34 December 2000
Rect
angu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
yy
xx
�
�
�
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
or D
esig
n to
AS
4100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
Abou
t x-a
xis
Abou
t y-a
xis
per
Surfa
ce A
rea
b-2t
d-2t
Sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
Cons
tant
Mod
ulus
Fact
orm
etre
t t
Area
Com
pact
-Co
mpa
ct-
db
tpe
r m
per
tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k f� e
xne
ss(3
)Z e
x� e
yne
ss(3
) Z
eym
mm
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(C,N
,S)
103 m
m3
(C,N
,S)
103 m
m3
❖10
2 ×
76 ×
6.0
RH
S 1
4.7
0.33
022
.510
.715
.018
682.
5249
.461
.936
.71.
5942
.050
.529
.23.
3869
.81.
0014
.3C
61.9
20.1
C
50.5
❖5.
0 RH
S12
.50.
335
26.7
13.2
18.4
1594
2.22
43.5
53.7
37.3
1.41
37.0
43.9
29.7
2.91
61.2
1.00
17.7
C53
.724
.7C
43.9
❖3.
5 RH
S9.
070.
341
37.6
19.7
27.1
1155
1.68
33.0
39.9
38.2
1.07
28.2
32.6
30.5
2.14
46.1
1.00
26.4
C39
.936
.4N
29.8
▲10
0 ×
50 ×
6.0
RH
S12
.00.
274
22.8
6.33
14.7
1530
1.71
34.2
45.3
33.4
0.56
722
.727
.719
.21.
5340
.91.
007.
49C
45.3
17.4
C27
.7
▲5.
0 RH
S10
.30.
279
27.0
8.00
18.0
1310
1.53
30.6
39.8
34.1
0.51
120
.424
.419
.71.
3536
.51.
009.
47C
39.8
21.3
C24
.4
▲4.
0 RH
S8.
490.
283
33.3
10.5
23.0
1080
1.31
26.1
33.4
34.8
0.44
117
.620
.620
.21.
1331
.21.
0012
.4C
33.4
27.2
C20
.6
▲3.
0 RH
S6.
600.
290
43.9
14.7
31.3
841
1.06
21.3
26.7
35.6
0.36
114
.416
.420
.70.
886
25.0
1.00
17.4
C26
.737
.1N
15.0
▲75
× 5
0 ×
6.0
RHS
9.67
0.22
423
.26.
3310
.512
300.
800
21.3
28.1
25.5
0.42
116
.921
.118
.51.
0129
.31.
007.
49C
28.1
12.4
C21
.1
▲5.
0 RH
S8.
350.
229
27.4
8.00
13.0
1060
0.72
619
.424
.926
.10.
384
15.4
18.8
19.0
0.89
126
.41.
009.
47C
24.9
15.4
C18
.8
▲4.
0 RH
S6.
920.
233
33.7
10.5
16.8
881
0.63
016
.821
.126
.70.
335
13.4
16.0
19.5
0.75
422
.71.
0012
.4C
21.1
19.8
C16
.0
▲3.
0 RH
S5.
420.
240
44.2
14.7
23.0
691
0.52
213
.917
.127
.50.
278
11.1
12.9
20.0
0.59
318
.41.
0017
.4C
17.1
27.2
C12
.9
▲75
× 4
0 ×
4.0
RHS
6.29
0.21
333
.85
8.00
16.8
801
0.53
14.0
618
.37
25.7
0.20
9.78
11.8
415
.60.
504
17.4
1.00
10.7
3C
18.3
722
.47
C11
.84
▲3.
0 RH
S4.
950.
220
44.3
711
.33
23.0
631
0.44
11.8
314
.94
26.5
0.17
8.25
9.62
16.2
0.40
214
.31.
0015
.21
C14
.94
30.8
6N
6.24
▲2.
5 RH
S4.
190.
221
52.8
314
.00
28.0
534
0.38
10.2
312
.79
26.8
0.14
7.18
8.25
16.4
0.34
412
.41.
0018
.78
C12
.79
37.5
7N
6.70
▲65
× 3
5 ×
4.0
RHS
5.35
0.18
334
.26.
7514
.368
10.
328
10.1
13.3
22.0
0.12
37.
038.
5813
.40.
320
12.5
1.00
7.99
C13
.316
.9C
8.58
▲3.
0 RH
S4.
250.
190
44.7
9.67
19.7
541
0.28
18.
6511
.022
.80.
106
6.04
7.11
14.0
0.25
910
.41.
0011
.4C
11.0
23.3
C7.
11
▲2.
5 RH
S3.
600.
191
53.1
12.0
24.0
459
0.24
47.
529.
4523
.10.
0926
5.29
6.13
14.2
0.22
39.
101.
0014
.2C
9.45
28.4
C6.
13
▲50
× 2
5 ×
3.0
RHS
3.07
0.14
045
.56.
3314
.739
10.
112
4.47
5.86
16.9
0.03
672.
933.
569.
690.
0964
5.18
1.00
7.49
C5.
8617
.4C
3.56
▲2.
5 RH
S2.
620.
141
54.0
8.00
18.0
334
0.09
893.
955.
1117
.20.
0328
2.62
3.12
9.91
0.08
434.
601.
009.
47C
5.11
21.3
C3.
12
▲2.
0 RH
S2.
150.
143
66.6
10.5
23.0
274
0.08
383.
354.
2617
.50.
0281
2.25
2.62
10.1
0.07
063.
921.
0012
.4C
4.26
27.2
C2.
62
❖Du
algr
ade
C350
L0/C
450L
0 ho
llow
sec
tion
s ha
ve a
min
imum
yie
ld s
tres
s of
450
MPa
(f y
= 4
50M
Pa),
a m
inim
um t
ensi
le s
tren
gth
of 5
00M
Pa (
f u =
500
MPa
) an
d a
min
imum
elo
ngat
ion
equa
l to
16%
,ie
. th
e st
reng
th o
f AS
116
3 gr
ade
C450
L0 a
nd t
he e
long
atio
n of
AS
1163
gra
de C
350L
0.▲
Avai
labl
e Du
algr
ade
350L
0/45
0L0
- pl
ease
ref
er t
o pa
ge 3
1 “D
uraG
al R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for
Desi
gn t
o AS
410
0.
Note
s:
1.Th
is t
able
is c
alcu
late
d in
acc
orda
nce
wit
h AS
410
0 us
ing
desi
gn y
ield
str
ess
f y =
350
MPa
and
des
ign
tens
ile s
tren
gth
f u =
430
MPa
as
per
AS 4
100
tabl
e 2.
1 fo
r AS
116
3 gr
ade
C350
L0.
2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C
= Co
mpa
ct S
ecti
on; N
= N
on-c
ompa
ct S
ecti
on; S
= S
lend
er S
ecti
on; a
s de
fine
d in
AS
4100
.4.
Fo
r Sq
uare
and
Rec
tang
ular
Hol
low
Sec
tion
s th
e ou
tsid
e co
rner
rad
ius
r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t fo
r se
ctio
ns w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
w
ith
t >
3.0m
m.
RECTANGULARHOLLOWSECTIONS
DuraGal®RHS
Dimensions and Properties HandbookDecember 2000 35
yy
xx
�
�
�
�
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C450
L0 (
AS 1
163)
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
or D
esig
n to
AS
4100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
Abou
t x-a
xis
Abou
t y-a
xis
per
Surf
ace
Area
b-2t
d-2t
Sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
Cons
tant
Mod
ulus
Fact
orm
etre
t t
Area
Com
pact
-Co
mpa
ct-
db
tpe
r m
per
tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k f� e
xne
ss(3
)Z e
x� e
yne
ss(3
)Z e
ym
mm
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(C,N
,S)
103 m
m3
(C,N
,S)
103 m
m3
150
× 50
× 6
.0 R
HS
16.7
0.37
422
.46.
3323
.021
305.
0667
.591
.248
.70.
860
34.4
40.9
20.1
2.63
64.3
1.00
8.50
C91
.230
.9N
40.4
5.0
RHS
14.2
0.37
926
.68.
0028
.018
104.
4459
.278
.949
.50.
765
30.6
35.7
20.5
2.30
56.8
1.00
10.7
C78
.937
.6N
31.8
✦4.
0 RH
S11
.60.
383
32.9
10.5
35.5
1480
3.74
49.8
65.4
50.2
0.65
326
.129
.821
.01.
9348
.20.
877
14.1
C65
.447
.6S
22.7
3.0
RHS
8.96
0.39
043
.514
.748
.011
402.
9939
.851
.451
.20.
526
21.1
23.5
21.5
1.50
38.3
0.71
319
.7C
51.4
64.4
S14
.5
2.5
RHS
7.53
0.39
152
.018
.058
.095
92.
5433
.943
.551
.50.
452
18.1
19.9
21.7
1.28
32.8
0.63
324
.1C
43.5
77.8
S10
.9
✦2.
0 RH
S6.
070.
393
64.7
23.0
73.0
774
2.08
27.7
35.3
51.8
0.37
214
.916
.321
.91.
0426
.90.
553
30.9
N31
.697
.9S
7.64
✦12
5 ×
75 ×
6.0
RH
S16
.70.
374
22.4
10.5
18.8
2130
4.16
66.6
84.2
44.2
1.87
50.0
59.1
29.6
4.44
86.2
1.00
14.1
C84
.225
.3C
59.1
5.0
RHS
14.2
0.37
926
.613
.023
.018
103.
6458
.372
.744
.81.
6543
.951
.130
.13.
8375
.31.
0017
.4C
72.7
30.9
N50
.5
4.0
RHS
11.6
0.38
332
.916
.829
.314
803.
0548
.960
.345
.41.
3937
.042
.430
.63.
1663
.01.
0022
.5C
60.3
39.2
N37
.4
3.0
RHS
8.96
0.39
043
.523
.039
.711
402.
4338
.947
.346
.11.
1129
.533
.331
.12.
4349
.50.
845
30.9
N46
.553
.2S
24.2
2.5
RHS
7.53
0.39
152
.028
.048
.095
92.
0733
.040
.046
.40.
942
25.1
28.2
31.4
2.05
42.1
0.76
337
.6N
34.7
64.4
S18
.2
✦2.
0 RH
S6.
070.
393
64.7
35.5
60.5
774
1.69
27.0
32.5
46.7
0.77
120
.622
.931
.61.
6734
.40.
624
47.6
S24
.881
.2S
13.0
100
× 50
× 6
.0 R
HS
12.0
0.27
422
.86.
3314
.715
301.
7134
.245
.333
.40.
567
22.7
27.7
19.2
1.53
40.9
1.00
8.50
C45
.319
.7C
27.7
5.0
RHS
10.3
0.27
927
.08.
0018
.013
101.
5330
.639
.834
.10.
511
20.4
24.4
19.7
1.35
36.5
1.00
10.7
C39
.824
.1C
24.4
4.0
RHS
8.49
0.28
333
.310
.523
.010
801.
3126
.133
.434
.80.
441
17.6
20.6
20.2
1.13
31.2
1.00
14.1
C33
.430
.9N
20.3
✦3.
5 RH
S7.
530.
285
37.9
12.3
26.6
959
1.18
23.6
29.9
35.1
0.40
016
.018
.520
.41.
0128
.21.
0016
.5C
29.9
35.6
N17
.1
3.0
RHS
6.60
0.29
043
.914
.731
.384
11.
0621
.326
.735
.60.
361
14.4
16.4
20.7
0.88
625
.00.
967
19.7
C26
.742
.0S
13.9
✦2.
5 RH
S5.
560.
291
52.4
18.0
38.0
709
0.91
218
.222
.735
.90.
311
12.4
14.0
20.9
0.75
421
.50.
856
24.1
C22
.751
.0S
10.4
2.0
RHS
4.50
0.29
365
.123
.048
.057
40.
750
15.0
18.5
36.2
0.25
710
.311
.521
.20.
616
17.7
0.74
630
.9N
18.2
64.4
S7.
33
✦1.
6 RH
S3.
640.
295
81.0
29.3
60.5
463
0.61
312
.315
.036
.40.
211
8.43
9.33
21.3
0.50
114
.50.
661
39.2
N12
.581
.2S
5.19
Note
s:
1.Th
is t
able
is
calc
ulat
ed in
acco
rdan
ce w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 4
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 5
00 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C4
50L0
.2.
Gr
ade
C450
L0 is
cold
for
med
and
the
refo
re is
allo
cate
d th
e CF
res
idua
l str
esse
s cl
assi
fica
tion
in
AS 4
100.
3.C
= Co
mpa
ct S
ecti
on;
N =
Non
-com
pact
Sec
tion
; S
= Sl
ende
r Se
ctio
n; a
s de
fine
d in
AS
4100
.4.
Fo
r SH
S an
d RH
S th
e ou
tsid
e co
rner
rad
ius
r us
ed in
calc
ulat
ing
the
sect
ion
prop
erti
es is
equa
l to
2t for
sec
tion
s w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.5.
Dura
Gal D
ualg
rade
C35
0L0/
C450
L0 h
ollo
w s
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00M
Pa)
and
a m
inim
um e
long
atio
neq
ual t
o 16
%,
ie.
the
stre
ngth
of
AS 1
163
grad
e C4
50L0
and
the
elo
ngat
ion
of A
S 11
63 g
rade
C35
0L0.
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
on
som
e si
zes.
DuraGal®RHS
RECTANGULARHOLLOWSECTIONS
Dimensions and Properties Handbook36 December 2000
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C450
L0 (
AS 1
163)
yy
xx
�
�
�
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
or D
esig
n to
AS
4100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
Abou
t x-a
xis
Abou
t y-a
xis
per
Surf
ace
Area
b-2t
d-2t
Sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
Cons
tant
Mod
ulus
Fact
orm
etre
t t
Area
Com
pact
-Co
mpa
ct-
db
tpe
r m
per
tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k f� e
xne
ss(3
)Z e
x� e
yne
ss(3
) Z e
ym
mm
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(C,N
,S)
103 m
m3
(C,N
,S)
103 m
m3
✦75
× 5
0 ×
6.0
RHS
9.67
0.22
423
.26.
3310
.512
300.
800
21.3
28.1
25.5
0.42
116
.921
.118
.51.
0129
.31.
008.
50C
28.1
14.1
C21
.1
5.0
RHS
8.35
0.22
9 27
.48.
0013
.010
600.
726
19.4
24.9
26.1
0.38
415
.418
.819
.00.
891
26.4
1.00
10.7
C24
.917
.4C
18.8
✦4.
0 RH
S6.
920.
233
33.7
10.5
16.8
881
0.63
016
.821
.126
.70.
335
13.4
16.0
19.5
0.75
422
.71.
0014
.1C
21.1
22.5
C16
.0
3.0
RHS
5.42
0.24
044
.214
.723
.069
10.
522
13.9
17.1
27.5
0.27
811
.112
.920
.00.
593
18.4
1.00
19.7
C17
.130
.9N
12.8
✦2.
5 RH
S4.
580.
241
52.7
18.0
28.0
584
0.45
012
.014
.627
.70.
240
9.60
11.0
20.3
0.50
515
.91.
0024
.1C
14.6
37.6
N9.
95
2.0
RHS
3.72
0.24
365
.423
.035
.547
40.
372
9.91
12.0
28.0
0.19
97.
969.
0620
.50.
414
13.1
0.90
430
.9N
11.8
47.6
S7.
07
✦1.
6 RH
S3.
010.
245
81.3
29.3
44.9
383
0.30
58.
149.
7528
.20.
164
6.56
7.40
20.7
0.33
710
.80.
799
39.2
N8.
2660
.2S
5.01
75 ×
25
× 2.
5 RH
S3.
600.
191
53.1
8.00
28.0
459
0.28
57.
6010
.124
.90.
0487
3.89
4.53
10.3
0.14
47.
141.
0010
.7C
10.1
37.6
N4.
05
✦2.
0 RH
S2.
930.
193
65.8
10.5
35.5
374
0.23
86.
368.
3125
.30.
0414
3.31
3.77
10.5
0.12
06.
040.
878
14.1
C8.
3147
.6S
2.88
1.6
RHS
2.38
0.19
581
.713
.644
.930
30.
197
5.26
6.81
25.5
0.03
472.
783.
1110
.70.
0993
5.05
0.74
618
.3C
6.81
60.2
S2.
02
65 ×
35
× 4.
0 RH
S5.
350.
183
34.2
6.75
14.3
681
0.32
810
.113
.322
.00.
123
7.03
8.58
13.4
0.32
012
.51.
009.
06C
13.3
19.1
C8.
58
3.0
RHS
4.25
0.19
044
.79.
6719
.754
10.
281
8.65
11.0
22.8
0.10
66.
047.
1114
.00.
259
10.4
1.00
13.0
C11
.026
.4C
7.11
2.5
RHS
3.60
0.19
153
.112
.024
.045
90.
244
7.52
9.45
23.1
0.09
265.
296.
1314
.20.
223
9.10
1.00
16.1
C9.
4532
.2N
5.95
2.0
RHS
2.93
0.19
365
.815
.530
.537
40.
204
6.28
7.80
23.4
0.07
784.
445.
0714
.40.
184
7.62
0.98
520
.8C
7.80
40.9
S4.
37
50 ×
25
× 3.
0 RH
S3.
070.
140
45.5
6.33
14.7
391
0.11
24.
475.
8616
.90.
0367
2.93
3.56
9.69
0.09
645.
181.
008.
50C
5.86
19.7
C3.
56
2.5
RHS
2.62
0.14
154
.08.
0018
.033
40.
0989
3.95
5.11
17.2
0.03
282.
623.
129.
910.
0843
4.60
1.00
10.7
C5.
1124
.1C
3.12
2.0
RHS
2.15
0.14
366
.610
.523
.027
40.
0838
3.35
4.26
17.5
0.02
812.
252.
6210
.10.
0706
3.92
1.00
14.1
C4.
2630
.9N
2.58
1.6
RHS
1.75
0.14
582
.513
.629
.322
30.
0702
2.81
3.53
17.7
0.02
371.
902.
1710
.30.
0585
3.29
1.00
18.3
C3.
5339
.2N
1.92
50 ×
20
× 3.
0 RH
S2.
830.
130
45.8
4.67
14.7
361
0.09
513.
815.
1616
.20.
0212
2.12
2.63
7.67
0.06
203.
881.
006.
26C
5.16
19.7
C2.
63
2.5
RHS
2.42
0.13
154
.26.
0018
.030
90.
0848
3.39
4.51
16.6
0.01
921.
922.
327.
890.
0550
3.49
1.00
8.05
C4.
5124
.1C
2.32
2.0
RHS
1.99
0.13
366
.88.
0023
.025
40.
0723
2.89
3.78
16.9
0.01
671.
671.
968.
110.
0466
3.00
1.00
10.7
C3.
7830
.9N
1.93
1.6
RHS
1.63
0.13
582
.710
.529
.320
70.
0608
2.43
3.14
17.1
0.01
421.
421.
638.
290.
0389
2.55
1.00
14.1
C3.
1439
.2N
1.44
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. M
inim
um o
rder
qua
ntit
ies
may
app
ly o
n so
me
size
s.No
tes:
1.
This
tab
le is
calc
ulat
ed in
acco
rdan
ce w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 4
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 5
00 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C4
50L0
.2.
Gr
ade
C450
L0 is
cold
for
med
and
the
refo
re is
allo
cate
d th
e CF
res
idua
l str
esse
s cl
assi
fica
tion
in
AS 4
100.
3.C
= Co
mpa
ct S
ecti
on; N =
Non
-com
pact
Sec
tion
; S
= Sl
ende
r Se
ctio
n; a
s de
fine
d in
AS
4100
.4.
Fo
r SH
S an
d RH
S th
e ou
tsid
e co
rner
rad
ius
r us
ed in
calc
ulat
ing
the
sect
ion
prop
erti
es is
equa
l to
2t for
sec
tion
s w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.5.
Dura
Gal D
ualg
rade
C35
0L0/
C450
L0 h
ollo
w s
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00M
Pa)
and
a m
inim
um e
long
atio
neq
ual t
o 16
%, ie
. th
e st
reng
th o
f AS
116
3 gr
ade
C450
L0 a
nd t
he e
long
atio
n of
AS
1163
gra
de C
350L
0.
RECTANGULARHOLLOWSECTIONS
GaltubePlus
Dimensions and Properties HandbookDecember 2000 37
yy
xx
�
�
�
�
Galt
ube
Plus
Rec
tang
ular
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(Tu
belin
e 35
0L0
– Ty
pe 1
)
Dim
ensi
on a
nd R
atio
sFu
ll S
ecti
on P
rope
rtie
sEf
fect
ive
Sect
ion
Prop
erti
esDe
sign
atio
nM
ass
Exte
rnal
Full
Tors
ion
Tors
ion
Effe
ctiv
epe
rSu
rfac
e Ar
eab-
2rd-
2rSe
ctio
nAb
out x-
axis
Abou
t y-
axis
Cons
tant
Mod
ulus
Sect
ion
Abou
t x-
and
y-a
xis
met
ret
tAr
eaAr
ead
bt
per
mpe
r t
Af
I xZ x
S xr x
I yZ y
S yr y
JC
Ae
I ex
Z ex
I ey
Z e
y
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3m
m2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
✦75
× 2
5 ×
2.5
RHS
3.60
0.19
153
.127
.36.
4244
20.
276
7.37
9.72
25.0
0.04
733.
784.
3810
.30.
139
6.93
442
0.27
67.
370.
0473
3.78
✦1.
6 RH
S2.
380.
195
81.7
47.7
13.2
276
0.18
14.
836.
2325
.60.
0320
2.56
2.85
10.8
0.09
114.
6522
70.
181
4.83
0.02
512.
01
✦50
× 2
5 ×
2.5
RHS
2.62
0.14
154
.016
.86.
4232
20.
0960
3.84
4.94
17.3
0.03
192.
553.
029.
950.
0817
4.47
322
0.09
603.
840.
0319
2.55
1.6
RHS
1.75
0.14
582
.530
.513
.220
40.
0647
2.59
3.23
17.8
0.02
191.
752.
0010
.40.
0537
3.04
204
0.06
472.
590.
0219
1.75
✦50
× 2
0 ×
2.5
RHS
2.42
0.13
154
.216
.84.
3329
80.
0824
3.30
4.37
16.6
0.01
881.
882.
257.
930.
0534
3.40
298
0.08
243.
300.
0188
1.88
1.6
RHS
1.63
0.13
582
.730
.59.
7918
90.
0561
2.25
2.88
17.2
0.01
321.
321.
508.
350.
0359
2.36
189
0.05
612.
250.
0132
1.32
✦
Thes
e it
ems
are
not
com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
on
som
e si
zes.
Not
es:
1.Th
is t
able
is
calc
ulat
ed in
acco
rdan
ce w
ith
AS/
NZS
460
0 us
ing
desi
gn y
ield
str
ess
f y =
350
MPa
and
des
ign
tens
ile s
tren
gth
f u =
380
MPa
.2.
Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS/
NZS
460
0.3.
All
colu
mns
of
the
tabl
e (e
xcep
t fo
r “N
omin
al M
ass
per
m”
and
Exte
rnal
Sur
face
Are
a”)
are
calc
ulat
ed u
sing
des
ign
thic
knes
ses
of 1
.45m
m a
nd 2
.4m
m r
athe
r th
an t
he r
espe
ctiv
eth
ickn
esse
s t
of 1
.6m
m a
nd 2
.5m
m.
This
is
to c
ompl
y w
ith
clau
se 1
.5.1
.6 o
f AS/
NZS
460
0.4.
Fo
r Sq
uare
and
Rec
tang
ular
Hol
low
Sec
tion
s th
e ou
tsid
e co
rner
rad
ius
r us
ed in
calc
ulat
ing
the
sect
ion
prop
erti
es is
equa
l to
2t
for
sect
ions
wit
h th
ickn
ess
t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.
RECTANGULARHOLLOWSECTIONS
RHS
Dimensions and Properties Handbook38 December 2000
How to use this chart
1. Select the appropriate table for square or rectangular hollow sections.
2. Select the required external hollow section size from the left handcolumn.
3. The external section wall thickness and the internal section size willdetermine the clearance between the two hollow sections.
4. Select the most suitable clearance from the right hand column forthe application, to give the required fit. Sections may be required toslide freely or to be a tight fit.
5. The clearance selected will give the external section thicknessrequired for the appropriate internal section size.
Telescoping RHS/SHS
Squares Rectangles
b b
dd
t
b = breadth
d = depth
t = thickness
External RHS Internal RHS NominalNominal Size Nominal Size Clearanced b t d b d b
mm mm mm mm mm mm mm
35 × 35 × 2.0 25 × 25 6.0 6.02.5 25 × 25 5.0 5.03.0 25 × 25 4.0 4.04.0 25 × 25 2.0 2.0
40 × 40 × 2.0 25 × 25 11.0 11.02.5 25 × 25 10.0 10.03.0 25 × 25 9.0 9.04.0 25 × 25 7.0 7.0
40 × 40 × 2.0 35 × 35 1.0 1.02.5 35 × 35 0.0 0.0
50 × 50 × 3.0 35 × 35 9.0 9.04.0 35 × 35 7.0 7.05.0 35 × 35 5.0 5.0
50 × 50 × 2.0 40 × 40 6.0 6.0 2.5 40 × 40 5.0 5.0
3.0 40 × 40 4.0 4.04.0 40 × 40 2.0 2.05.0 40 × 40 0.0 0.0
65 × 65 × 2.0 50 × 50 11.0 11.02.5 50 × 50 10.0 10.03.0 50 × 50 9.0 9.04.0 50 × 50 7.0 7.05.0 50 × 50 5.0 5.0
75 × 75 × 2.5 65 × 65 5.0 5.03.0 65 × 65 4.0 4.03.5 65 × 65 3.0 3.04.0 65 × 65 2.0 2.05.0 65 × 65 0.0 0.0
89 × 89 × 3.5 75 × 75 6.9 6.95.0 75 × 75 3.9 3.96.0 75 × 75 1.9 1.9
100 × 100 × 3.0 89 × 89 5.1 5.14.0 89 × 89 3.1 3.15.0 89 × 89 1.1 1.1
External RHS Internal RHS NominalNominal Size Nominal Size Clearanced b t d b d b
mm mm mm mm mm mm mm
65 × 35 × 2.0 50 × 25 11.0 6.02.5 50 × 25 10.0 5.03.0 50 × 25 9.0 4.04.0 50 × 25 7.0 2.0
75 × 40 × 2.0 65 × 35 6.0 1.02.5 65 × 35 5.0 0.0
75 × 50 × 2.0 65 × 35 6.0 11.02.5 65 × 35 5.0 10.03.0 65 × 35 4.0 9.04.0 65 × 35 2.0 7.05.0 65 × 35 0.0 5.0
100 × 50 × 2.0 75 × 40 21.0 6.02.5 75 × 40 20.0 5.03.0 75 × 40 19.0 4.0
3.5 75 × 40 18.0 3.04.0 75 × 40 17.0 2.0
102 × 76 × 3.5 75 × 50 19.6 19.25.0 75 × 50 16.6 16.2
125 × 75 × 3.0 100 × 50 19.0 19.04.0 100 × 50 17.0 17.05.0 100 × 50 15.0 15.0
127 × 51 × 3.5 75 × 40 45.0 3.85.0 75 × 40 42.0 0.8
Notes
1. RHS/SHS are not precision sections and all dimensionsshown in this chart, although in accordance withAS1163, will vary by the manufacturing tolerance.Varying corner radii and the internal weld bead willneed to be considered when a closer fit is required.
2. The nominal external corner radius for RHS is 2t, andthe internal weld bead is generally a maximum of1.5mm in height.
3. Where telescoping over some length is required, anadditional allowance for straightness may be required.
4. For tight fits, it is recommended that some form oftesting is carried out prior to finalising the selectionof material.
SQUAREHOLLOWSECTIONS
SHS
Dimensions and Properties HandbookDecember 2000 39
Squa
re H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C350
L0 (
AS 1
163)
y y
xx
�
�
�
�
n
n
Note
s:
1.
This
tab
le is
cal
cula
ted
in a
ccor
danc
e w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 3
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 4
30 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C3
50L0
.2.
Gr
ade
C350
L0 is
col
d fo
rmed
and
the
refo
re is
allo
cate
d th
e CF
res
idua
l str
esse
s cl
assi
fica
tion
in A
S 41
00.
3.
C =
Com
pact
Sec
tion
; N =
Non
-com
pact
Sec
tion
; S =
Sle
nder
Sec
tion
; as
defi
ned
in A
S 41
00.
4.
For
Squa
re a
nd R
ecta
ngul
ar H
ollo
w S
ecti
ons
the
outs
ide
corn
er r
adiu
s r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t fo
r se
ctio
ns w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
per
Surf
ace
Area
b-2t
Sect
ion
Abou
t x-
, y-
and
n-ax
isCo
nsta
ntM
odul
usFa
ctor
Abou
t x-
and
y-a
xis
met
ret
Area
db
tpe
r m
per
tA g
I xZ x
Z nS x
r xJ
Ck f
� eCo
mpa
ctne
ss(3
)Z e
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
250
× 25
0 ×
9.0
SHS
65.9
0.96
114
.625
.884
0079
.863
947
775
097
.512
997
21.
0030
.5N
744
6.0
SHS
45.0
0.97
421
.739
.757
3056
.245
033
052
199
.088
.768
10.
853
46.9
S40
9
200
× 20
0 ×
9.0
SHS
51.8
0.76
114
.720
.266
0039
.239
229
746
577
.164
.559
91.
0023
.9C
465
6.0
SHS
35.6
0.77
421
.831
.345
3028
.028
020
732
778
.644
.842
51.
0037
.1N
294
5.0
SHS
29.9
0.77
926
.038
.038
1023
.923
917
527
779
.137
.836
20.
890
45.0
S22
3
150
× 15
0 ×
9.0
SHS
37.7
0.56
114
.914
.748
0015
.420
515
924
856
.626
.131
61.
0017
.4C
248
6.0
SHS
26.2
0.57
422
.023
.033
3011
.315
011
317
858
.218
.422
91.
0027
.2C
178
5.0
SHS
22.1
0.57
926
.228
.028
109.
7012
996
.115
158
.715
.619
71.
0033
.1N
144
125
× 12
5 ×
9.0
SHS
30.6
0.46
115
.111
.939
008.
3813
410
616
546
.414
.520
81.
0014
.1C
165
6.0
SHS
21.4
0.47
422
.118
.827
306.
2910
176
.512
048
.010
.415
41.
0022
.3C
120
5.0
SHS
18.2
0.47
926
.323
.023
105.
4487
.165
.410
348
.58.
8713
31.
0027
.2C
103
4.0
SHS
14.8
0.48
332
.729
.318
804.
5272
.353
.684
.549
.07.
2511
01.
0034
.6N
78.9
100
× 10
0 ×
9.0
SHS
23.5
0.36
115
.49.
1130
003.
9178
.163
.698
.636
.17.
0012
31.
0010
.8C
98.6
▲6.
0 SH
S16
.70.
374
22.4
14.7
2130
3.04
60.7
47.1
73.5
37.7
5.15
93.6
1.00
17.4
C73
.5
▲5.
0 SH
S14
.20.
379
26.6
18.0
1810
2.66
53.1
40.5
63.5
38.3
4.42
81.4
1.00
21.3
C63
.5
▲4.
0 SH
S11
.60.
383
32.9
23.0
1480
2.23
44.6
33.5
52.6
38.8
3.63
68.0
1.00
27.2
C52
.6
▲3.
0 SH
S8.
960.
390
43.5
31.3
1140
1.77
35.4
26.0
41.2
39.4
2.79
53.2
1.00
37.1
N37
.1
▲89
× 8
9 ×
6.0
SHS
14.6
0.33
022
.512
.818
702.
0646
.236
.356
.633
.23.
5471
.61.
0015
.2C
56.6
▲5.
0 SH
S12
.50.
334
26.7
15.8
1590
1.81
40.7
31.4
49.1
33.7
3.05
62.7
1.00
18.7
C49
.1
▲3.
5 SH
S9.
060.
341
37.6
23.4
1150
1.37
30.9
23.2
36.5
34.5
2.24
47.1
1.00
27.7
C36
.5
▲75
× 7
5 ×
6.0
SHS
12.0
0.27
422
.810
.515
301.
1630
.924
.738
.427
.52.
0448
.21.
0012
.4C
38.4
▲5.
0 SH
S10
.30.
279
27.0
13.0
1310
1.03
27.5
21.6
33.6
28.0
1.77
42.6
1.00
15.4
C33
.6
▲4.
0 SH
S8.
490.
283
33.3
16.8
1080
0.88
223
.518
.028
.228
.61.
4836
.11.
0019
.8C
28.2
▲3.
0 SH
S6.
600.
290
43.9
23.0
841
0.71
619
.114
.222
.529
.21.
1528
.71.
0027
.2C
22.5
▲2.
5 SH
S5.
560.
291
52.4
28.0
709
0.61
416
.412
.019
.129
.40.
971
24.6
1.00
33.1
N18
.3
▲Av
aila
ble
as D
ualg
rade
350
L0/4
50L0
- p
leas
e re
fer
to p
age
31 “
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
SHS
SQUAREHOLLOWSECTIONS
Dimensions and Properties Handbook40 December 2000
Squa
re H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C350
L0 (
AS 1
163)
y y
xx
�
�
�
�
n
n
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
Des
igna
tion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
per
Surf
ace
Area
b-2t
Sect
ion
Abou
t x-
, y-
and
n-ax
isCo
nsta
ntM
odul
usFa
ctor
Abou
t x-
and
y-a
xis
met
ret
Area
db
tpe
r m
per
tA g
I xZ x
Z nS x
r xJ
Ck f
� eCo
mpa
ctne
ss(3
)Z e
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
65 ×
65
× 6.
0 SH
S10
.10.
234
23.1
8.83
1290
0.70
621
.717
.827
.523
.41.
2734
.21.
0010
.5C
27.5
▲5.
0 SH
S8.
750.
239
27.3
11.0
1110
0.63
819
.615
.624
.323
.91.
1230
.61.
0013
.0C
24.3
▲4.
0 SH
S7.
230.
243
33.6
14.3
921
0.55
217
.013
.220
.624
.50.
939
26.2
1.00
16.9
C20
.6
▲3.
0 SH
S5.
660.
250
44.1
19.7
721
0.45
414
.010
.416
.625
.10.
733
21.0
1.00
23.3
C16
.6
▲2.
5 SH
S4.
780.
251
52.6
24.0
609
0.39
112
.08.
9114
.125
.30.
624
18.1
1.00
28.4
C14
.1
50 ×
50
× 6.
0 SH
S7.
320.
174
23.8
6.33
932
0.27
511
.09.
4514
.517
.20.
518
17.7
1.00
8.50
C14
.5
▲5.
0 SH
S6.
390.
179
27.9
8.00
814
0.25
710
.38.
5113
.217
.80.
469
16.3
1.00
9.47
C13
.2
▲4.
0 SH
S5.
350.
183
34.2
10.5
681
0.22
99.
157.
3311
.418
.30.
403
14.3
1.00
12.4
C11
.4
▲3.
0 SH
S4.
250.
190
44.7
14.7
541
0.19
57.
795.
929.
3919
.00.
321
11.8
1.00
17.4
C9.
39
▲2.
5 SH
S3.
600.
191
53.1
18.0
459
0.16
96.
785.
098.
0719
.20.
275
10.2
1.00
21.3
C8.
07
1.6
SHS
2.38
0.19
581
.729
.330
30.
117
4.68
3.44
5.46
19.6
0.18
57.
031.
0034
.6N
5.10
▲40
× 4
0 ×
4.0
SHS
4.09
0.14
334
.98.
0052
10.
105
5.26
4.36
6.74
14.2
0.19
28.
331.
009.
47C
6.74
▲3.
0 SH
S3.
300.
150
45.3
11.3
421
0.09
324.
663.
615.
7214
.90.
158
7.07
1.00
13.4
C5.
72
▲2.
5 SH
S2.
820.
151
53.7
14.0
359
0.08
224.
113.
134.
9715
.10.
136
6.21
1.00
16.6
C4.
97
▲2.
0 SH
S2.
310.
153
66.4
18.0
294
0.06
943.
472.
614.
1315
.40.
113
5.23
1.00
21.3
C4.
13
▲35
× 3
5 ×
4.0
SHS
3.46
0.12
335
.48
6.75
441
0.06
3.68
3.16
4.86
12.1
0.12
15.
941.
00
See
note
▲ b
elow
▲3.
0 SH
S2.
830.
130
45.8
9.67
361
0.05
953.
402.
674.
2312
.80.
102
5.18
1.00
11.4
C4.
23
▲2.
5 SH
S2.
420.
131
54.2
12.0
309
0.05
293.
022.
333.
6913
.10.
0889
4.58
1.00
14.2
C3.
69
▲25
× 2
5 ×
3.0
SHS
1.89
0.08
9747
.46.
3324
10.
0184
1.47
1.21
1.91
8.74
0.03
332.
271.
007.
49C
1.91
▲2.
5 SH
S1.
640.
0914
55.7
8.00
209
0.01
691.
351.
081.
718.
990.
0297
2.07
1.00
9.47
C1.
71
▲2.
0 SH
S1.
360.
0931
68.3
10.5
174
0.01
481.
190.
926
1.47
9.24
0.02
531.
801.
0012
.4C
1.47
1.6
SHS
1.12
0.09
4584
.113
.614
30.
0128
1.02
0.78
01.
249.
440.
0212
1.54
1.00
16.1
C1.
24
Note
s:
1.Th
is t
able
is c
alcu
late
d in
acc
orda
nce
wit
h AS
410
0 us
ing
desi
gn y
ield
str
ess
f y =
350
MPa
and
des
ign
tens
ile s
tren
gth
f u =
430
MPa
as
per
AS 4
100
tabl
e 2.
1 fo
r AS
116
3 gr
ade
C350
L0.
2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C
= Co
mpa
ct S
ecti
on; N
= N
on-c
ompa
ct S
ecti
on; S
= S
lend
er S
ecti
on; a
s de
fine
d in
AS
4100
.4.
Fo
r Sq
uare
and
Rec
tang
ular
Hol
low
Sec
tion
s th
e ou
tsid
e co
rner
rad
ius
r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t for
sec
tion
s w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.
▲Av
aila
ble
as D
ualg
rade
350
L0/4
50L0
- p
leas
e re
fer
to p
age
31 “
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for
Desi
gn t
o AS
410
0.
SQUAREHOLLOWSECTIONS
DuraGal®SHS
Dimensions and Properties HandbookDecember 2000 41
Dura
Gal S
quar
e H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C450
L0 (
AS 1
163)
y y
xx
�
�
�
�
n
n
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
D
esig
nati
onM
ass
Exte
rnal
Gros
sTo
rsio
nTo
rsio
nFo
rmpe
rSu
rfac
e Ar
eab-
2tSe
ctio
nAb
out
x-, y
- an
d n-
axis
Cons
tant
Mod
ulus
Fact
orAb
out
x- a
nd y
-axi
sm
etre
tAr
ead
bt
per
mpe
r t
A gI x
Z xZ n
S xr x
JC
k f
� eCo
mpa
ctne
ss(3
)Z e
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
100
× 10
0 ×
6.0
SHS
16.7
0.37
422
.414
.721
303.
0460
.747
.173
.537
.75.
1593
.61.
0019
.7C
73.5
5.0
SHS
14.2
0.37
926
.618
.018
102.
6653
.140
.563
.538
.34.
4281
.41.
0024
.1C
63.5
4.0
SHS
11.6
0.38
332
.923
.014
802.
2344
.633
.552
.638
.83.
6368
.01.
0030
.9N
51.9
3.0
SHS
8.96
0.39
043
.531
.311
401.
7735
.426
.041
.239
.42.
7953
.20.
952
42.0
S34
.4
✦75
× 7
5 ×
6.0
SHS
12.0
0.27
422
.810
.515
301.
1630
.924
.738
.427
.52.
0448
.21.
0014
.1C
38.4
5.0
SHS
10.3
0.27
927
.013
.013
101.
0327
.521
.633
.628
.01.
7742
.61.
0017
.4C
33.6
4.0
SHS
8.49
0.28
333
.316
.810
800.
882
23.5
18.0
28.2
28.6
1.48
36.1
1.00
22.5
C28
.2
3.0
SHS
6.60
0.29
043
.923
.084
10.
716
19.1
14.2
22.5
29.2
1.15
28.7
1.00
30.9
N22
.2
2.5
SHS
5.56
0.29
152
.428
.070
90.
614
16.4
12.0
19.1
29.4
0.97
124
.61.
0037
.6N
17.0
✦65
× 6
5 ×
6.0
SHS
10.1
0.23
423
.18.
8312
900.
706
21.7
17.8
27.5
23.4
1.27
34.2
1.00
11.9
C27
.5
5.0
SHS
8.75
0.23
927
.311
.011
100.
638
19.6
15.6
24.3
23.9
1.12
30.6
1.00
14.8
C24
.3
4.0
SHS
7.23
0.24
333
.614
.392
10.
552
17.0
13.2
20.6
24.5
0.93
926
.21.
0019
.1C
20.6
3.0
SHS
5.66
0.25
044
.119
.772
10.
454
14.0
10.4
16.6
25.1
0.73
321
.01.
0026
.4C
16.6
✦2.
5 SH
S4.
780.
251
52.6
24.0
609
0.39
112
.08.
9114
.125
.30.
624
18.1
1.00
32.2
N13
.7
Note
s:
1.Th
is t
able
is
calc
ulat
ed in
acco
rdan
ce w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 4
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 5
00 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C4
50L0
.2.
Gr
ade
C450
L0 is
cold
for
med
and
the
refo
re is
allo
cate
d th
e CF
res
idua
l str
esse
s cl
assi
fica
tion
in
AS 4
100.
3.
C =
Com
pact
Sec
tion
; N =
Non
-com
pact
Sec
tion
; S
= Sl
ende
r Se
ctio
n; a
s de
fine
d in
AS
4100
.4.
Fo
r SH
S an
d RH
S th
e ou
tsid
e co
rner
rad
ius
r us
ed in
calc
ulat
ing
the
sect
ion
prop
erti
es is
equa
l to
2t for
sec
tion
s w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.5.
Dura
Gal D
ualg
rade
C35
0L0/
C450
L0 h
ollo
w s
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00M
Pa)
and
a m
inim
um e
long
atio
neq
ual t
o 16
%, ie
. th
e st
reng
th o
f AS
116
3 gr
ade
C450
L0 a
nd t
he e
long
atio
n of
AS
1163
gra
de C
350L
0.
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. M
inim
um o
rder
qua
ntit
ies
may
app
ly o
n so
me
size
s.
DuraGal®SHS
SQUAREHOLLOWSECTIONS
Dimensions and Properties Handbook42 December 2000
Dura
Gal S
quar
e H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C450
L0 (
AS 1
163)
y y
xx
�
�
�
�
n
n
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
D
esig
nati
onM
ass
Exte
rnal
Gros
sTo
rsio
nTo
rsio
nFo
rmpe
rSu
rfac
e Ar
eab-
2tSe
ctio
nAb
out
x-, y
- an
d n-
axis
Cons
tant
Mod
ulus
Fact
orAb
out
x- a
nd y
-axi
sm
etre
tAr
ead
bt
per
mpe
r t
A gI x
Z xZ n
S xr x
JC
k f
� eCo
mpa
ctne
ss(3
)Z e
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
50 ×
50
× 5.
0 SH
S6.
390.
179
27.9
8.00
814
0.25
710
.38.
5113
.217
.80.
469
16.3
1.00
10.7
C13
.2
4.0
SHS
5.35
0.18
334
.210
.568
10.
229
9.15
7.33
11.4
18.3
0.40
314
.31.
0014
.1C
11.4
3.0
SHS
4.25
0.19
044
.714
.754
10.
195
7.79
5.92
9.39
19.0
0.32
111
.81.
0019
.7C
9.39
2.5
SHS
3.60
0.19
153
.118
.045
90.
169
6.78
5.09
8.07
19.2
0.27
510
.21.
0024
.1C
8.07
✦1.
6 SH
S2.
380.
195
81.7
29.3
303
0.11
74.
683.
445.
4619
.60.
185
7.03
1.00
39.2
N4.
74
40 ×
40
× 4.
0 SH
S4.
090.
143
34.9
8.00
521
0.10
55.
264.
366.
7414
.20.
192
8.33
1.00
10.7
C6.
74
3.0
SHS
3.30
0.15
045
.311
.342
10.
0932
4.66
3.61
5.72
14.9
0.15
87.
071.
0015
.2C
5.72
2.5
SHS
2.82
0.15
153
.714
.035
90.
0822
4.11
3.13
4.97
15.1
0.13
66.
211.
0018
.8C
4.97
✦35
× 3
5 ×
3.0
SHS
2.83
0.13
045
.89.
6736
10.
0595
3.40
2.67
4.23
12.8
0.10
25.
181.
0013
.0C
4.23
2.5
SHS
2.42
0.13
154
.212
.030
90.
0529
3.02
2.33
3.69
13.1
0.08
894.
581.
0016
.1C
3.69
2.0
SHS
1.99
0.13
366
.815
.525
40.
0451
2.58
1.95
3.09
13.3
0.07
413.
891.
0020
.8C
3.09
1.6
SHS
1.63
0.13
582
.719
.920
70.
0379
2.16
1.62
2.57
13.5
0.06
113.
261.
0026
.7C
2.57
✦25
× 2
5 ×
3.0
SHS
1.89
0.08
9747
.46.
3324
10.
0184
1.47
1.21
1.91
8.74
0.03
332.
271.
008.
50C
1.91
2.5
SHS
1.64
0.09
1455
.78.
0020
90.
0169
1.35
1.08
1.71
8.99
0.02
972.
071.
0010
.7C
1.71
Note
s:
1.Th
is t
able
is c
alcu
late
d in
acc
orda
nce
wit
h AS
410
0 us
ing
desi
gn y
ield
str
ess
f y =
450
MPa
and
des
ign
tens
ile s
tren
gth
f u =
500
MPa
as
per
AS 4
100
tabl
e 2.
1 fo
r AS
116
3 gr
ade
C450
L0.
2.
Grad
e C4
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C
= Co
mpa
ct S
ecti
on; N
= No
n-co
mpa
ct S
ecti
on; S
= Sl
ende
r Se
ctio
n; a
s de
fine
d in
AS
4100
.4.
Fo
r SH
S an
d RH
S th
e ou
tsid
e co
rner
rad
ius
r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t for
sec
tion
s w
ith
thic
knes
s t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.5.
Dura
Gal D
ualg
rade
C35
0L0/
C450
L0 h
ollo
w s
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00M
Pa)
and
a m
inim
um e
long
atio
neq
ual t
o 16
%, ie
. th
e st
reng
th o
f AS
116
3 gr
ade
C450
L0 a
nd t
he e
long
atio
n of
AS
1163
gra
de C
350L
0.
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. M
inim
um o
rder
qua
ntit
ies
may
app
ly o
n so
me
size
s.
SQUAREHOLLOWSECTIONS
GaltubePlus
Dimensions and Properties HandbookDecember 2000 43
Galt
ube
Plus
Squ
are
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(Tu
belin
e 35
0L0
– Ty
pe 1
)
y y
xx
�
�
�
�
n
n
Note
s:
1.Th
is t
able
is c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0 us
ing
a de
sign
yie
ld s
tres
s f y
= 3
50M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 3
80M
Pa.
2.Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0.3.
All c
olum
ns o
f th
e ta
ble
(exc
ept
for
“Nom
inal
Mas
s pe
r m
” an
d “E
xter
nal S
urfa
ce A
rea”
) ar
e ca
lcul
ated
usi
ng d
esig
n th
ickn
esse
s of
1.4
5mm
and
2.4
mm
rat
her
than
the
res
pect
ive
thic
knes
ses
t of
1.6
mm
and
2.5
mm
. Th
is is
to
com
ply
wit
h cl
ause
1.5
.1.6
of
AS/N
ZS 4
600.
4.Fo
r Sq
uare
and
Rec
tang
ular
Hol
low
Sec
tion
s th
e ou
tsid
e co
rner
rad
ius
r us
ed in
cal
cula
ting
the
sec
tion
pro
pert
ies
is e
qual
to
2t f
or s
ecti
ons
wit
h th
ickn
ess
t �
3.0m
m a
nd 2
.5t
for
sect
ions
wit
h t
> 3.
0mm
.
Dim
ensi
on a
nd R
atio
sFu
ll Se
ctio
n Pr
oper
ties
Effe
ctiv
e Se
ctio
nPr
oper
ties
Desi
gnat
ion
Mas
sEx
tern
alFu
llTo
rsio
nTo
rsio
nEf
fect
ive
per
Surfa
ce A
rea
b-2r
Sect
ion
Abou
t x-,
y- a
nd n
-axi
sCo
nsta
ntM
odul
usSe
ctio
nAb
out x
-, y-
and
n-a
xis
met
ret
Area
Area
db
tpe
r m
per
tA f
I xZ x
Z nS x
r xJ
CA e
I exZ e
xZ e
n
mm
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3m
m2
106 m
m4
103 m
m3
103 m
m3
65 ×
65
× 2.
5 SH
S4.
780.
251
52.6
23.1
586
0.37
811
.68.
5913
.625
.40.
601
17.5
586
0.37
811
.68.
59
✦1.
6 SH
S3.
130.
255
81.2
40.8
363
0.24
37.
465.
428.
6125
.80.
377
11.2
308
0.21
56.
615.
42
✦50
× 5
0 ×
2.5
SHS
3.60
0.19
153
.116
.844
20.
164
6.56
4.92
7.80
19.3
0.26
69.
8944
20.
164
6.56
4.92
1.6
SHS
2.38
0.19
581
.730
.527
60.
107
4.30
3.14
4.99
19.7
0.16
96.
4527
60.
107
4.30
3.14
✦40
× 4
0 ×
2.5
SHS
2.82
0.15
153
.712
.734
60.
0797
3.99
3.03
4.81
15.2
0.13
26.
0234
60.
0797
3.99
3.03
1.6
SHS
1.88
0.15
582
.323
.621
80.
0534
2.67
1.97
3.13
15.6
0.08
484.
0121
80.
0534
2.67
1.97
✦35
× 3
5 ×
2.5
SHS
2.42
0.13
154
.210
.629
80.
0514
2.94
2.26
3.58
13.1
0.08
604.
4529
80.
0514
2.94
2.26
1.6
SHS
1.63
0.13
582
.720
.118
90.
0350
2.00
1.48
2.36
13.6
0.05
613.
0118
90.
0350
2.00
1.48
30 ×
30
× 1.
6 SH
S1.
380.
115
83.3
16.7
160
0.02
141.
431.
071.
6911
.60.
0346
2.15
160
0.02
141.
431.
07
25 ×
25
× 1.
6 SH
S1.
120.
0945
84.1
13.2
131
0.01
190.
949
0.72
01.
149.
510.
0195
1.43
131
0.01
190.
949
0.72
0
20 ×
20
× 1.
6 SH
S0.
873
0.07
4585
.49.
7910
20.
0057
00.
570
0.44
00.
697
7.47
0.00
959
0.86
410
20.
0057
00.
570
0.44
0
✦ Th
ese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
. M
inim
um o
rder
qua
ntit
ies
may
app
ly o
n so
me
size
s.
Joists
TAPERFLANGEBEAMS
Dimensions and Properties Handbook44 December 2000
Jois
ts –
Tap
er F
lang
e Be
ams
Dim
ensi
ons
and
Pro
pert
ies
Prop
erti
es fo
r Ass
essi
ng S
ecti
on C
apac
ity
dd
1
t w
r 1
t f t fb
fbf-t
w
2
xx
yy
r 2
98˚
==
OneS
teel
-300
PLU
SAS
367
9.1-
350
Flan
geW
ebFo
rmFl
ange
Web
Form
Desi
gnat
ion
f yf y
Fact
orCo
mpa
ctne
ssZ e
xCo
mpa
ctne
ssZ e
yDe
sign
atio
nf y
f yFa
ctor
Com
pact
ness
Z ex
Com
pact
ness
Z ey
MPa
MPa
k f10
3 mm
310
3 mm
3M
PaM
Pak f
103 m
m3
103 m
m3
125
× 65
TFB
320
320
1C
80.3
C15
.612
5 ×
65 T
FB36
036
01
C80
.3C
15.6
100
× 45
TFB
320
320
1C
34.1
C5.
310
0 ×
45 T
FB36
036
01
C34
.1C
5.3
Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
Note
s:1.
For
OneS
teel
-300
PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
str
engt
h (f
u) is
480
MPa
.3.
C: C
ompa
ct S
ecti
on;
N: N
on-c
ompa
ct S
ecti
on;
S: S
lend
er S
ecti
on.
4.On
eSte
el-3
00PL
US
hot
rolle
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um r
equi
rem
ents
of
AS/N
ZS 3
679.
1-30
0.5.
OneS
teel
-300
PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
Mas
s pe
rDe
pth
Dept
hGr
oss
Area
met
reof
Flan
geFl
ange
Web
Root
Toe
Betw
een
of C
ross
Tors
ion
War
ping
Desi
gnat
ion
kg/m
Sect
ion
Wid
thTh
ickn
ess
Thic
knes
sRa
dii
Radi
iFl
ange
sd 1
(bf-
t w)
Sect
ion
Cons
tant
Cons
tant
db f
t ft w
r 1r 2
d 1t w
2tf
A gI x
Z xS x
r xl y
Z yS y
r yJ
I wm
mm
mm
mm
mm
mm
mm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
125
× 65
TFB
13.1
125
658.
5 5.
0 8.
0 4.
0 10
821
.6
3.53
16
704.
3469
.480
.3
50.9
0.33
710
.417
.2
14.2
40
.21.
14
100
× 45
TFB
7.2
100
456.
0 4.
0 7.
0 3.
0 88
22.0
3.
42
917
1.46
29.2
34.1
39
.90.
0795
3.53
6.0
9.31
11
.60.
0176
Abou
t x-
axis
Abou
t y-
axis
OneS
teel
-300
PLU
S
UB
UNIVERSALBEAMS
Dimensions and Properties HandbookDecember 2000 45
Uni
vers
al B
eam
sDi
men
sion
s an
d Pr
oper
ties
dd
1t w r 1
t ft f
bfbf-t
w2
xx
yy
Abou
t x-
axis
Abou
t y-
axis
Mas
s pe
rDe
pth
Dept
hGr
oss
Area
met
reof
Flan
geFl
ange
Web
Root
Betw
een
of C
ross
Tors
ion
War
ping
Desi
gnat
ion
kg/m
Sect
ion
Wid
thTh
ickn
ess
Thic
knes
sRa
dii
Flan
ges
d 1(b
f-t w
)Se
ctio
nCo
nsta
ntCo
nsta
ntd
b ft f
t wr 1
d 1t w
2tf
A gI x
Z xS x
r xl y
Z yS y
r yJ
I wm
mm
mm
mm
mm
mm
mm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
610U
B12
5.0
612
229
19.6
11
.9
14.0
57
248
.15.
54
1600
098
6.00
32
3036
8024
9.0
39.3
00
343.
0 53
6.0
49.6
15
60.0
34
50.0
0
610U
B11
3.0
607
228
17.3
11
.2
14.0
57
251
.16.
27
1450
087
5.00
28
8032
9024
6.0
34.3
00
300.
0 46
9.0
48.7
11
40.0
29
80.0
0
610U
B10
1.0
602
228
14.8
10
.6
14.0
57
254
7.34
13
000
761.
00
2530
2900
242.
0 29
.300
25
7.0
402.
0 47
.5
790.
0 25
30.0
0
530U
B92
.453
320
915
.6
10.2
14
.0
502
49.2
6.37
11
800
554.
00
2080
2370
217.
0 23
.800
22
8.0
355.
0 44
.9
775.
0 15
90.0
0
530U
B82
.052
8 2
0913
.2
9.6
14.0
50
252
.37.
55
1050
047
7.00
18
1020
7021
3.0
20.1
00
193.
0 30
1.0
43.8
52
6.0
1330
.00
460U
B82
.146
019
116
.0
9.9
11.4
42
843
.35.
66
1050
037
2.00
16
1018
4018
8.0
18.6
00
195.
0 30
3.0
42.2
70
1.0
919.
00
460U
B74
.645
719
014
.5
9.1
11.4
42
847
.16.
24
9520
335.
00
1460
1660
188.
0 16
.600
17
5.0
271.
0 41
.8
530.
0 81
5.00
460U
B67
.145
419
012
.7
8.5
11.4
42
850
.47.
15
8580
296.
00
1300
1480
186.
0 14
.500
15
3.0
238.
0 41
.2
378.
0 70
8.00
410U
B59
.740
617
812
.8
7.8
11.4
38
148
.86.
65
7640
216.
00
1060
1200
168.
0 12
.100
13
5.0
209.
0 39
.7
337.
0 46
7.00
410U
B53
.740
317
810
.9
7.6
11.4
38
150
.17.
82
6890
188.
00
933
1060
165.
0 10
.300
11
5.0
179.
0 38
.6
234.
0 39
4.00
360U
B56
.735
917
213
.0
8.0
11.4
33
341
.66.
31
7240
161.
00
899
1010
149.
0 11
.000
12
8.0
198.
0 39
.0
338.
0 33
0.00
360U
B50
.735
617
111
.5
7.3
11.4
33
345
.67.
12
6470
142.
00
798
897
148.
0 9.
600
112.
0 17
3.0
38.5
24
1.0
284.
00
360U
B44
.735
217
19.
7 6.
9 11
.4
333
48.2
8.46
57
2012
1.00
68
977
714
6.0
8.10
0 94
.7
146.
0 37
.6
161.
0 23
7.00
310U
B40
.430
416
510
.2
6.1
11.4
28
446
.57.
79
5210
86.4
0 56
963
312
9.0
7.65
0 92
.7
142.
0 38
.3
157.
0 16
5.00
310U
B32
.029
814
98.
0 5.
5 13
.0
282
51.3
8.97
40
8063
.20
424
475
124.
0 4.
420
59.3
91
.8
32.9
86
.5
92.9
0
250U
B37
.325
614
610
.9
6.4
8.9
234
36.6
6.40
47
5055
.70
435
486
108.
0 5.
660
77.5
11
9.0
34.5
15
8.0
85.2
0
250U
B31
.425
214
68.
6 6.
1 8.
9 23
438
.48.
13
4010
44.5
0 35
439
710
5.0
4.47
0 61
.2
94.2
33
.4
89.3
65
.90
200U
B29
.820
713
49.
6 6.
3 8.
9 18
829
.86.
65
3820
29.1
0 28
131
687
.3
3.86
0 57
.5
88.4
31
.8
105.
0 37
.60
200U
B25
.420
313
37.
8 5.
8 8.
9 18
832
.38.
15
3230
23.6
0 23
226
085
.4
3.06
0 46
.1
70.9
30
.8
62.7
29
.20
200U
B22
.320
213
37.
0 5.
0 8.
9 18
837
.59.
14
2870
21.0
0 20
823
185
.5
2.75
0 41
.3
63.4
31
.0
45.0
26
.00
200U
B18
.219
899
7.0
4.5
11.0
18
440
.96.
75
2320
15.8
0 16
018
082
.6
1.14
0 23
.0
35.7
22
.1
38.6
10
.40
180U
B22
.217
990
10.0
6.
0 8.
9 15
926
.54.
20
2820
15.3
0 17
119
573
.6
1.22
0 27
.1
42.3
20
.8
81.6
8.
71
180U
B18
.117
590
8.0
5.0
8.9
159
31.8
5.31
23
0012
.10
139
157
72.6
0.
975
21.7
33
.7
20.6
44
.8
6.80
180U
B16
.117
390
7.0
4.5
8.9
159
35.3
6.11
20
4010
.60
123
138
72.0
0.
853
19.0
29
.4
20.4
31
.5
5.88
150U
B18
.015
575
9.5
6.0
8.0
136
22.7
3.63
23
009.
05
117
135
62.8
0.
672
17.9
28
.2
17.1
60
.5
3.56
150U
B14
.015
075
7.0
5.0
8.0
136
27.2
5.00
17
806.
66
88.8
102
61.1
0.
495
13.2
20
.8
16.6
28
.1
2.5
3
OneS
teel
-300
PLU
S
UB
UNIVERSALBEAMS
Dimensions and Properties Handbook46 December 2000
Uni
vers
al B
eam
sPr
oper
ties
for D
esig
nd
d1
t w r 1
t ft f
bfbf-t
w2
xx
yy
OneS
teel
-300
PLU
SAS
367
9.1-
350
Mas
s pe
rFl
ange
Web
Form
Flan
geW
ebFo
rmDe
sign
atio
nm
etre
f yf y
Fact
orCo
mpa
ctne
ssZ e
xCo
mpa
ctne
ssZ e
yDe
sign
atio
nf y
f yFa
ctor
Com
pact
ness
Z ex
Com
pact
ness
Z ey
kg/m
MPa
MPa
k f10
3 mm
310
3 mm
3M
PaM
Pak f
103 m
m3
103 m
m3
610U
B12
5.0
280
300
0.95
0 C
3680
C51
5.0
610U
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Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
Note
s:1.
For
OneS
teel
-300
PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
str
engt
h (f
u) is
480
MPa
.3.
C: C
ompa
ct S
ecti
on;
N: N
on-c
ompa
ct S
ecti
on;
S: S
lend
er S
ecti
on.
4.On
eSte
el-3
00PL
US
hot
rolle
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um r
equi
rem
ents
of
AS/N
ZS 3
679.
1-30
0.5.
OneS
teel
-300
PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
UC
UNIVERSALCOLUMNS
Dimensions and Properties HandbookDecember 2000 47
Uni
vers
al C
olum
nsDi
men
sion
s an
d Pr
oper
ties
dd
1t w
r 1
t f t fb
f
bf-t
w
2
xx
yy
Mas
s pe
rDe
pth
Dept
hGr
oss
Area
met
reof
Flan
geFl
ange
Web
Root
Betw
een
of C
ross
Tors
ion
War
ping
Desi
gnat
ion
kg/m
Sect
ion
Wid
thTh
ickn
ess
Thic
knes
sRa
dii
Flan
ges
d 1(b
f-t w
)Se
ctio
nCo
nsta
ntCo
nsta
ntd
b ft f
t wr 1
d 1t w
2tf
A gI x
Z xS x
r xl y
Z yS y
r yJ
I wm
mm
mm
mm
mm
mm
mm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
103 m
m3
mm
103 m
m4
109 m
m6
310U
C15
8.0
327
311
25.0
15
.7
16.5
27
717
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20
100
388.
00
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0 12
5.00
80
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38
10.0
28
60.0
310U
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309
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13
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27
720
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17
500
329.
00
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0 10
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25
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23
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000
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00
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0
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0
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0
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8 6.
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98
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22.9
35
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24.5
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.9
2.3
Abou
t x-
axis
Abou
t y-
axis
OneS
teel
-300
PLU
S
UC
UNIVERSALCOLUMNS
Dimensions and Properties Handbook48 December 2000
Uni
vers
al C
olum
nsPr
oper
ties
for D
esig
nd
d1
t w
r 1
t f t fb
f
bf-t
w
2
xx
yy
OneS
teel
-300
PLU
SAS
367
9.1-
350
Mas
s pe
rFl
ange
Web
Form
Flan
geW
ebFo
rmDe
sign
atio
nm
etre
f yf y
Fact
orCo
mpa
ctne
ssZ e
xCo
mpa
ctne
ssZ e
yDe
sign
atio
nf y
f yFa
ctor
Com
pact
ness
Z ex
Com
pact
ness
Z ey
kg/m
MPa
MPa
k f10
3 mm
310
3 mm
3M
PaM
Pak f
103 m
m3
103 m
m3
310U
C15
8.0
280
300
1C
2680
.0
C12
10.0
31
0UC
340
340
1C
2680
.0
C12
10.0
310U
C13
7.0
280
300
1C
2300
.0
C10
40.0
31
0UC
340
340
1C
2300
.0
C10
40.0
310U
C11
8.0
280
300
1C
1960
.0C
882.
0 31
0UC
340
340
1N
1950
.0
N87
8.0
310U
C96
.830
032
01
N15
60.0
N
694.
0 31
0UC
340
360
1N
1550
.0
N68
4.0
250U
C89
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032
01
C12
30.0
C
567.
0 25
0UC
340
360
1C
1230
.0
C56
7.0
250U
C72
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032
01
N98
6.0
N45
4.0
250U
C34
036
01
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7.0
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8.0
200U
C59
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032
01
C65
6.0
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9.0
200U
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036
01
C65
6.0
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9.0
200U
C52
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032
01
C57
0.0
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0.0
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01
N56
9.0
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0.0
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C46
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01
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4.0
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3.0
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C34
036
01
N49
0.0
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0.0
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C37
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032
01
C31
0.0
C13
7.0
150U
C34
036
01
C31
0.0
C13
7.0
150U
C30
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032
01
C25
0.0
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0.0
150U
C36
036
01
N24
8.0
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9.0
150U
C23
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01
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6.0
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.5
150U
C36
036
01
N17
4.0
N72
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100U
C14
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032
01
C74
.4
C34
.4
100U
C36
036
01
C74
.4
C34
.4
Abou
t x-
axis
Abou
t y-
axis
Abou
t x-
axis
Abou
t y-
axis
Note
s:1.
For
OneS
teel
-300
PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2.Fo
r Gr
ade
350
sect
ions
the
ten
sile
str
engt
h (f
u) is
480
MPa
.3.
C: C
ompa
ct S
ecti
on;
N: N
on-c
ompa
ct S
ecti
on;
S: S
lend
er S
ecti
on.
4.On
eSte
el-3
00PL
US
hot
rolle
d se
ctio
ns a
re p
rodu
ced
to e
xcee
d th
e m
inim
um r
equi
rem
ents
of
AS/N
ZS 3
679.
1-30
0.5.
OneS
teel
-300
PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
P&G
PURLINSAND
GIRTS
Dimensions and Properties HandbookDecember 2000 49
HST
Pur
lins
& Gi
rts
Sect
ion
Geom
etry
& P
rope
rtie
s
p
d
bx S
x L b 1d 1
q
d 3
d 4d 2
Pro
file
III
p
d
Pro
file
I
bx S
x L
p
d
bx S
x L b 1
d 1q d 3
Pro
file
II
Sect
ion
Prop
erti
esSe
ctio
nAr
eaW
eigh
t Se
cond
Mom
ent
Sect
ion
Radi
us o
fFo
rmTo
rsio
nW
arpi
ngM
KA s
wt
of A
rea
Mod
ulus
Gyra
tion
Fact
orCo
nsta
ntFa
ctor
m
m2
kN/m
I xI y
Z xZ y
r xr y
QJ
1 w
106 m
m4
106 m
m4
103 m
m3
103 m
m3
mm
m
m
mm
4 10
9 mm
6
HST
100
/19
381
0.02
90.
668
0.14
313
.14.
3941
.918
.70.
880
505
0.32
HST
150
/12
386
0.03
01.
380.
249
18.2
6.17
59.8
25.4
0.82
117
01.
67H
ST 1
50/1
548
30.
037
1.72
0.30
822
.77.
6459
.725
.30.
887
339
2.03
HST
200
/12
479
0.03
73.
000.
393
29.6
8.05
79.2
28.6
0.82
221
14.
20H
ST 2
00/1
560
00.
046
3.75
0.48
837
.010
.079
.128
.50.
866
420
5.16
HST
200
/18
719
0.05
54.
490.
579
44.2
11.9
79.0
28.4
0.89
173
46.
07H
ST 2
50/1
362
50.
048
5.86
0.65
746
.911
.996
.832
.40.
825
326
11.0
HST
250
/15
723
0.05
66.
760.
755
54.1
13.7
96.7
32.3
0.86
750
712
.6H
ST 2
50/1
886
90.
067
8.10
0.89
764
.816
.396
.532
.10.
909
887
14.8
HST
300
/15
854
0.06
611
.61.
2577
.119
.011
638
.30.
760
598
28.6
HST
300
/18
1027
0.08
013
.91.
4992
.422
.611
638
.10.
799
1050
33.8
Note
s:1.
Al
l sec
tion
pro
pert
ies
are
for
the
gros
s se
ctio
n2.
Fo
rm f
acto
r ba
sed
on F
= 3
00 M
Pa
Sect
ion
Geom
etry
Prof
ileSe
ctio
nd
bt
Pq
b 1d 1
d 2d 3
d 4x L
x s
Area
M
ass
MK
A Sm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
m2
kg/m
IH
ST 1
00/1
910
251
2.00
15-
--
--
-18
.423
.738
12.
99
IIH
ST 1
50/1
215
265
1.15
2410
859
-7
-24
.635
.838
63.
03H
ST 1
50/1
515
265
1.45
2410
859
-7
-24
.735
.948
33.
79
III
HST
200
/12
203
751.
1525
128
5910
1048
26.2
39.0
479
3.76
HST
200
/15
203
751.
4525
128
5910
1048
26.3
39.1
600
4.71
HST
200
/18
203
751.
7525
128
5910
1048
26.3
39.2
719
5.64
HST
250
/13
250
851.
2533
1210
5914
2573
29.9
44.5
625
4.91
HST
250
/15
250
851.
4533
1210
5914
2573
30.0
44.6
723
5.68
HST
250
/18
250
851.
7533
1210
5914
2573
30.1
44.7
869
6.82
HST
300
/15
300
100
1.45
3812
1059
6425
123
34.0
51.4
854
6.70
HST
300
/18
300
100
1.75
3812
1059
6425
123
34.1
51.5
1027
8.06
Note
s:1.
A S
= G
ross
Sec
tion
Are
a2.
All d
imen
sion
s ar
e no
rmal
wit
hin
rolli
ng t
oler
ance
s
PURLINSAND
GIRTS
P&G
Dimensions and Properties Handbook50 December 2000
Regi
on 1
Auck
land
, Ce
ntra
l No
rth
Isla
nd,
Sout
h Is
land
(ex
cept
Mar
lbor
ough
& S
outh
land
).Re
gion
2No
rthl
and,
Wel
lingt
on,
Mar
lbor
ough
, So
uthl
and.
Urb
anAn
y Bu
ilt u
p ar
ea w
ith
num
erou
s ho
uses
/bui
ldin
gs 3
to
5 m
etre
s hi
gh (
Terr
ain
Cate
gory
3).
Rura
lAr
eas
wit
h sc
atte
red
obst
ruct
ions
, he
dges
, tr
ees,
build
ings
etc
. (T
erra
in C
ateg
ory
21 /2)
.Fa
rm u
seBu
ildin
gs o
f lo
w i
mpo
rtan
ce (
seco
ndar
y na
ture
) w
here
high
er r
oof
defle
ctio
ns a
re a
ccep
tabl
e.In
are
as w
ith
scat
tere
d ob
stru
ctio
ns,
hedg
es,
tree
s,bu
ildin
gs e
tc.
(Ter
rain
Cat
egor
y 21 /
2).
Snow
Thes
e ta
bles
do
not
appl
y fo
r el
evat
ions
in
exce
ss o
f 30
0m
etre
s or
for
Can
terb
ury/
Otag
o/So
uthl
and
abov
e 50
met
res.
In
thes
e ar
eas
“Sno
w L
oads
” sh
ould
be
cons
ider
ed b
y a
qual
ifie
d en
gine
er.
Fast
ener
sU
se 1
4 ga
uge
tek
scre
ws
typi
cal.
Use
2 s
crew
s at
sim
ple
ends
and
4 s
crew
s at
lap
ped
supp
orts
typ
ical
ly,
exce
pt:
•fo
r fitt
ings
to
cold
rol
led
purli
ns w
ith
thic
knes
s le
ssth
an 2
.5m
m B
MT,
use
at
sim
ple
ends
use
2 s
crew
s,ex
cept
use
4 s
crew
s fo
r 15
0 To
phat
s.•
at l
appe
d su
ppor
ts u
se 4
scr
ews
for
60 T
opha
ts,
6 sc
rew
s fo
r 10
0 To
phat
s,
8 sc
rew
s fo
r 12
0 &
150
Toph
ats.
ORU
se s
trap
det
ail.
Lap
Min
imum
lap
bet
wee
n fixi
ng i
s 15
% o
f To
phat
spa
n.
Toph
at S
ecti
onTh
ickn
ess
Area
Mas
s pe
rSe
cond
Mom
ent
ofCe
ntre
Sect
ion
Mod
ulus
Radi
us o
fSh
ear
Tors
ion
War
ping
Mon
o-un
itAr
ea(F
ull)
of G
ravi
ty(F
ull)
Gyra
tion
Cent
reCo
nsta
ntCo
nsta
ntsy
mm
etry
Leng
thCo
nsta
ntt(
BMT)
I xI y
y cZ x
Z yr x
r yy e
JI w
b xm
mm
m2
kg/m
106 m
m4
106 m
m4
mm
103 m
m3
103 m
m3
mm
mm
mm
mm
410
9 mm
6m
m
60 H
ST T
opha
t 0.
75 B
MT
0.75
150
1.18
0.07
80.
119
31.7
2.45
2.20
22.8
28.1
44.2
28.2
16.0
511
0
60 H
ST T
opha
t 0.
95 B
MT
0.95
190
1.50
0.09
80.
151
31.7
3.09
2.78
22.8
28.1
44.2
57.3
20.3
311
0
100
HST
Top
hat
0.75
BM
T0.
7524
81.
930.
338
0.43
955
.26.
135.
3937
.142
.267
.446
.523
8.61
158
100
HST
Top
hat
0.95
BM
T0.
9531
42.
450.
428
0.55
655
.27.
756.
8337
.042
.267
.494
.530
2.24
158
120
HST
Top
hat
0.75
BM
T0.
7527
82.
170.
527
0.51
965
.68.
036.
1343
.743
.382
.352
.136
3.31
184
120
HST
Top
hat
0.95
BM
T0.
9535
22.
750.
667
0.65
765
.610
.16
7.76
43.6
43.3
82.3
105.
946
0.20
184
150
HST
Top
hat
0.95
BM
T0.
9541
03.
211.
160.
878
81.1
14.3
09.
6053
.346
.310
3.9
123.
575
8.37
225
150
HST
Top
hat
1.15
BM
T1.
1549
73.
881.
401.
0681
.117
.30
11.6
253
.246
.310
3.9
219.
191
8.02
225
HST
Top
hat
Sect
iona
l Pro
pert
ies
Typi
cal H
ST T
opha
t Pu
rlin
Spa
ns (
mm
)
REG
ION
1RE
GIO
N 2
Purl
in S
paci
ngs
Urb
anRu
ral
Far
m U
se/S
econ
dary
Urb
anRu
ral
Far
m U
se/S
econ
dary
(mm
)Si
mpl
eLa
pped
Sim
ple
Lapp
edSi
mpl
eLa
pped
Sim
ple
Lapp
edSi
mpl
eLa
pped
Sim
ple
Lapp
ed
60 H
ST T
opha
t 0.
75 B
MT
1200
2200
2800
2000
2600
2600
3200
2100
2700
1900
2500
2500
3200
1800
1800
2400
1700
2300
2100
2700
1800
2300
1700
2200
1900
2500
60 H
ST T
opha
t 0.
95 B
MT
1200
2300
3000
2200
2900
2700
3600
2300
3100
2100
2700
2700
3600
1800
2000
2700
1900
2500
2400
3100
2000
2600
1800
2400
2300
2900
100
HST
Top
hat
0.75
BM
T12
0036
0046
0032
0042
0036
0054
0034
0044
0030
0040
0034
0048
0018
0032
0040
0030
0037
0038
0046
0030
0038
0028
0036
0036
0040
00
100
HST
Top
hat
0.95
BM
T12
0040
0050
0037
0047
0043
0054
0038
0048
0036
0045
0040
0058
00
1800
3500
4400
3200
4100
3600
5000
3400
4200
2900
4000
3400
4800
120
HST
Top
hat
0.75
BM
T12
0043
0054
0040
0050
0051
0060
0042
0052
0039
0048
0049
0058
0018
0034
0048
0030
0044
0034
0053
0032
0045
0028
0042
0032
0049
00
120
HST
Top
hat
0.95
BM
T12
0048
0060
0044
0056
0051
0063
0046
0056
0042
0054
0048
0062
0018
0042
0052
0038
0049
0050
0058
0040
0050
0037
0046
0044
0056
00
150
HST
Top
hat
0.95
BM
T12
0056
0070
0050
0066
0056
0080
0052
0068
0048
0064
0052
0078
0018
0046
0062
0041
0058
0046
0068
0042
0060
0039
0055
0042
0066
00
150
HST
Top
hat
1.15
BM
T12
0051
0077
0057
0072
0070
0080
0058
0074
0052
0069
0062
0080
0018
0050
0068
0048
0063
0050
0078
0050
0065
0046
0055
0050
0068
00
HST
Top
hat
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 51
Tube and PipeThe following pages provide a schedule of the descriptions, outside diameters, and wall thicknesses of pipe andtube, normally available from our stock or obtainable from our overseas suppliers.
These tables have been prepared as a quick reference guide to assist you to obtain the greatest benefit from ourextensive stock range of material, and we hope it will enable you to specify to your requirements more exactly incases where the outside diameters are not mentioned in the normal descriptions of our stock material. Mechanicalproperty data has also been added for those instances where the pipe or tube is intended for a structuralapplication. In instances where mechanical property data has not been included, please contact your local Steel &Tube branch should you require this information.
Standards for this SectionBS 1387 Steel Tubes and Tubulars Suitable for Screwing to BS 21 Pipe ThreadsApplies to welded, plain end, screwed and socketed tubes from 6NB to 150NB with corresponding tubulars. Itdescribes the quality of material, workmanship and testing together with galvanising packaging and marking. Theweights and dimensions of tube to BS 1387 are also in accordance with ISO R65. AS 1074 is the Australianequivalent.
BS 3059: 1987 Steel Boiler and Superheater TubesThis standard is in two parts. Part 1 is for low tensile carbon steel tubes without specified elevated temperatureproperties. Part 2 covers Carbon, alloy and austenitic stainless steel tubes with specified elevated temperatureproperties. (There is no Australian Standard equivalent to BS 3059 but tubes of equal properties are covered by AS1835 and AS 1836.)
BS 3601 NZS/BS 3601: 1987 Steel Pipes and Tubes for Pressure PurposesCarbon steel with specified room temperature properties.Specifies the material properties and tests for different methods of manufacture. These pipes are intended for use inpipelines or similar services and are subject to the pressure and temperature limitations shown in the appropriateapplication standard. (There is no direct Australian equivalent but tubes of equal qualities are covered by AS 1835and AS 1836.)
BS 3602: 1987 Steel Pipes and Tubes for Pressure PurposesCarbon and carbon manganese steel with specified elevated temperature properties.This standard covers the same technical requirements as does BS 3601 but makes special mention of values atelevated temperatures and stress rupture values. (Some tubes in AS 1836 will meet the requirements of BS 3602.)
ASTM A106 Seamless Line & API 5LB ERW Line PipeCovers manufacturing, heat treatment, marking and chemical and tensile requirements. It is the American equivalentto Seamless BS 3602 and is intended primarily for Pressure Temperature applications.
API 5L Specification for Line pipe is a comprehensive standard which covers everything from testing down todimensions and as its title implies is intended for pipe line reticulation of oil and gas. In certain specific areas itcan be used for Pressure Temperature duties.
ERW Tube AS 1450-1983 Steel Tubes for Mechanical PurposesThis standard specifies the technical requirements for the production and supply of carbon and carbon-manganesesteel tubes of round, square, rectangular or other non-circular cross-section, produced by either cold-forming orhot-forming, and intended for use in mechanical applications.
T&P
TUBEANDPIPE
Dimensions and Properties Handbook52 December 2000
ERW
Wel
ded
Tube
Tech
nica
l Spe
cifi
cati
ons
The
follo
win
g m
echa
nica
l pro
pert
ies
quot
ed a
re f
or t
he m
ild s
teel
str
ip p
rior
to
bein
g m
anuf
actu
red
into
tub
ular
sec
tion
s.
Whe
n fo
rmin
g st
eel s
trip
int
o tu
bula
r se
ctio
ns,
the
mec
hani
cal p
rope
rtie
s ar
eaf
fect
ed.
The
exte
nt o
f th
is e
ffec
t de
pend
s on
the
spe
cifi
c di
men
sion
s of
tub
ebe
ing
prod
uced
and
par
ticu
larly
the
tub
e di
amet
er t
o th
ickn
ess
rati
o. I
n ge
nera
ldu
ring
tub
e fo
rmin
g, t
he y
ield
str
ess
will
be
subs
tant
ially
incr
ease
d, t
he t
ensi
lest
reng
th s
light
ly i
ncre
ased
and
elo
ngat
ion
redu
ced.
Spec
ified
Mec
hani
cal P
rope
rtie
s of
Str
ip
Yiel
d st
ress
160
MPa
(m
in.)
215
MPa
(m
ax.)
Tens
ile s
tres
s28
5 M
Pa (
min
.)34
0 M
Pa (
max
.)El
onga
tion
(m
in.)
0.6
< 1.
0mm
= 4
1%,
1.0
< 1.
6mm
= 4
3%,
1.6m
m +
= 4
5%
Norm
al r
ange
of
Mec
hani
cal P
rope
rtie
s of
Str
ip
Yiel
d st
ress
165
to 2
05 M
PaTe
nsile
str
ess
290
to 3
30 M
PaEl
onga
tion
41 t
o 55
%
Spec
ified
Che
mic
al C
ompo
sition
– (
Ladl
e An
alys
is)
Carb
onC
0.02
to
0.06
4% m
ax.
Man
gane
seM
n0.
17 t
o 0.
24%
max
.Ph
osph
orou
sP
0.02
2% m
ax.
Sulp
hur
S0.
030
max
.Va
nadi
umV
0.01
0% m
ax.
Silic
onSi
0.01
0% m
ax.
ERW
Siz
e Ra
nge
ERW
Squ
are
Tube
Size
(m
m)
LN (
m)
Kg/m
9.5
× 9.
5 ×
1.2
5.5
0.34
9.5
× 9.
5 ×
1.6
5.5
0.40
12.7
× 1
2.7
× 1.
25.
50.
4912
.7 ×
12.
7 ×
1.6
5.5
0.58
16.0
× 1
6.0
× 1.
25.
50.
5516
.0 ×
16.
0 ×
1.6
5.5
0.72
16.0
× 1
6.0
× 2.
05.
50.
9219
.0 ×
19.
0 ×
1.2
5.5
0.68
19.0
× 1
9.0
× 1.
65.
50.
8919
.0 ×
19.
0 ×
2.0
5.5
1.11
22.2
× 2
2.2
× 1.
25.
50.
8122
.2 ×
22.
2 ×
1.6
5.5
1.07
22.2
× 2
2.2
× 2.
05.
51.
3125
.4 ×
25.
4 ×
1.2
5.5
0.91
25.4
× 2
5.4
× 1.
45.
51.
0525
.4 ×
25.
4 ×
1.6
5.5
1.19
25.4
× 2
5.4
× 2.
05.
51.
4731
.8 ×
31.
8 ×
1.2
5.5
1.16
31.8
× 3
1.8
× 1.
65.
51.
5331
.8 ×
31.
8 ×
2.0
5.5
1.89
35.0
× 3
5.0
× 1.
25.
51.
3735
.0 ×
35.
0 ×
1.6
5.5
1.64
35.0
× 3
5.0
× 2.
05.
52.
0338
.0 ×
38.
0 ×
1.2
5.5
1.37
38.0
× 3
8.0
× 2.
05.
52.
2551
.0 ×
51.
0 ×
1.6
5.5
2.44
ERW
Rec
tang
ular
Tub
e
Size
(m
m)
LN (
m)
Kg/m
25.4
× 1
2.7
× 1.
25.
50.
6825
.4 ×
12.
7 ×
1.6
5.5
0.89
31.8
× 1
6.0
× 1.
65.
51.
1935
.0 ×
19.
0 ×
1.2
5.5
0.97
35.0
× 1
9.0
× 1.
65.
51.
2735
.0 ×
19.
0 ×
2.0
5.5
1.57
38.0
× 2
5.4
× 1.
65.
51.
8751
.0 ×
25.
4 ×
1.2
5.5
1.37
51.0
× 2
5.4
× 1.
65.
51.
8251
.0 ×
25.
4 ×
2.0
5.5
2.25
63.5
× 3
8.0
× 2.
05.
53.
03
ERW
Rou
nd T
ube
Refe
r to
Tub
e an
d Pi
pe Q
uick
Refe
renc
e Ta
bles
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 53
Hol
low
Bar
Mec
hani
cal P
rope
rtie
s
Hot
Rol
led
Nor
mal
ised
Cond
itio
nCo
ndit
ion
Ult
imat
e Te
nsile
N/m
m2
N/m
m2
Stre
ngth
Rm
600/
750
550/
700
Yiel
d St
ress
Wal
l thi
ckne
ssN/
mm
2N/
mm
2
Rp 0
.2 m
in.
≤ 16
mm
480
430
> 16
–30m
m46
041
0>
30m
m44
040
0
Elon
gati
on A
min
.18
%20
%5.
65 √
So
Har
dnes
s20
0–24
0 BH
N18
0–22
0 BH
N
Long
itud
inal
20 J
oule
s m
in.
40 J
oule
s m
in.
Char
py I
SO “
V”at
+20
˚Cat
-20
˚Cim
pact
tes
t
Tole
ranc
es
Hot
Rol
led
Cold
Red
uced
Outs
ide
Diam
eter
< 75
mm
+ 1.
00m
m -
0<
45m
m
+ 0.
25m
m -
075
–100
mm
+ 1.
20m
m -
0>
45m
m+
0.30
mm
- 0
> 10
0mm
+ 1.
40%
- 0
Wal
lM
inim
um t
hick
ness
not
mor
e th
anM
inim
um t
hick
ness
not
mor
e th
an5%
bel
ow n
omin
al t
hick
ness
5% b
elow
nom
inal
thi
ckne
ss
Stra
ight
ness
Stra
ight
ness
– 1
in 1
000
mea
sure
dSt
raig
htne
ss –
1 in
150
0 m
easu
red
over
the
tot
al le
ngth
over
the
tot
al le
ngth
T&P
TUBEANDPIPE
Dimensions and Properties Handbook54 December 2000
Iden
tifi
cati
on o
f Tu
be W
all
Thic
knes
ses
Units
used
= m
illim
etre
s
N
om.
Sche
dule
Std
S
ched
ule
Extr
aSc
hedu
le
Doub
leN
om.
Pi
peO.
D.W
tSt
rong
Extr
aPi
pem
mm
m10
2030
4060
8010
012
014
016
0St
rong
mm
610
.31.
731.
732.
412.
416
8
13.7
2.24
2.24
3.02
3.02
8
1017
.1 2
.31
2.31
3.20
3.20
10
1521
.32.
772.
773.
733.
734.
787.
4715
2026
.72.
112.
872.
873.
913.
915.
567.
8220
2533
.42.
773.
383.
384.
554.
556.
359.
0925
3242
.22.
773.
563.
564.
854.
856.
359.
7032
4048
.32.
773.
683.
685.
085.
087.
1410
.15
40
5060
.32.
773.
913.
915.
545.
548.
7411
.07
50
6573
.03.
055.
165.
167.
017.
019.
5314
.02
65
8088
.93.
055.
495.
497.
627.
6211
.13
15.2
480
100
114.
33.
056.
026.
028.
568.
5611
.13
13.4
917
.12
100
125
141.
33.
406.
556.
559.
539.
5312
.70
15.8
819
.05
125
150
168.
37.
117.
1110
.97
10.9
714
.27
18.2
621
.95
150
200
219.
16.
357.
048.
188.
1810
.31
12.7
012
.70
15.0
918
.26
20.6
223
.01
22.2
320
0
250
273.
06.
357.
809.
279.
2712
.70
12.7
015
.09
18.2
621
.44
25.4
028
.58
25.4
025
0
300
323.
86.
358.
389.
5310
.31
14.2
712
.70
17.4
821
.44
25.4
028
.58
33.3
425
.40
300
350
355.
66.
357.
929.
539.
5311
.13
15.0
912
.70
19.0
523
.82
27.7
931
.75
35.7
135
0
400
406.
46.
357.
929.
539.
5312
.70
16.6
612
.70
21.4
426
.19
30.9
636
.53
40.4
940
0
450
457.
26.
357.
9211
.13
9.53
14.2
719
.05
12.7
023
.83
29.3
634
.93
39.6
745
.24
450
500
508.
06.
359.
5312
.70
9.53
15.0
920
.62
12.7
026
.19
32.5
438
.10
44.4
550
.01
500
550
558.
86.
359.
5312
.70
9.53
15.8
822
.23
12.7
028
.58
34.9
341
.28
47.6
353
.98
550
600
609.
66.
359.
5314
.27
9.53
17.4
824
.61
12.7
030
.96
38.8
946
.02
52.3
759
.54
600
650
660.
47.
9212
.70
9.53
12.7
065
0
70
071
1.2
7.92
12.7
015
.88
9.53
12.7
070
0
75
076
2.0
7.92
12.7
015
.88
9.53
12.7
075
0
800
812.
87.
9212
.70
15.8
89.
5317
.48
12.7
080
0
850
863.
67.
9212
.70
15.8
89.
5317
.48
12.7
085
0
900
914.
17.
9212
.70
15.8
89.
5319
.05
12.7
090
0
Not
e: T
here
are
min
or d
iffe
renc
es in
som
e th
ickn
esse
s be
twee
n Br
itis
h an
d Am
eric
an S
tand
ards
CHS
CIRCULARHOLLOWSECTIONS
Dimensions and Properties HandbookDecember 2000 55
Max
imum
Saf
e W
orki
ng P
ress
ures
Med
ium
& H
eavy
Pre
ssur
e Pi
pe —
Spe
cifi
cati
on: A
S 10
74 /
BS
1387
Mas
s pe
r M
etre
Max
imum
Nom
inal
Outs
ide
Wal
lBl
ack
Reco
mm
ende
dM
axim
um S
afe
Wor
king
Pre
ssur
eSi
zeQu
alit
yDi
amet
erTh
ickn
ess
Plai
n En
dsTe
st P
ress
ure
at
M
etal
Tem
pera
ture
°C
(DN
)&
Groo
ved
Ambi
ent
Tem
p-4
5°C
to 5
0°C
100
150
200
250
300
350
400
mm
mm
kg/m
MPa
P.S.
I.M
PaP.
S.I.
MPa
P.S.
I.M
PaP.
S.I.
MPa
P.S.
I.M
PaP.
S.I.
MPa
P.S.
I.M
PaP.
S.I.
MPa
P.S.
I.
8M
ediu
m13
.52.
3 0
.641
42.0
6100
28.0
4070
25.6
3720
23.3
3380
20.9
3030
18.5
2690
16.6
2410
15.3
2220
14.7
2130
Hea
vy13
.52.
90.
765
55.6
8070
37.1
5380
33.9
4930
30.8
4470
27.7
4020
24.5
3560
22.0
3190
20.2
2940
19.4
2810
10M
ediu
m17
.22.
30.
839
31.7
4610
21.2
3070
19.4
2810
17.6
2550
15.8
2290
14.0
2030
12.5
1820
11.6
1680
11.1
1610
Hea
vy17
.22.
91.
0241
.560
2027
.740
2025
.336
8023
.033
4020
.630
0018
.326
6016
.423
8015
.121
9014
.521
00
15M
ediu
m21
.32.
61.
2128
.641
6019
.127
7017
.525
4015
.923
0014
.220
7012
.618
3011
.316
4010
.415
109.
9914
50H
eavy
21.3
3.2
1.44
36.3
5270
24.2
3510
22.1
3210
20.1
2920
18.0
2620
16.0
2320
14.3
2080
13.2
1920
12.7
1840
20M
ediu
m26
.92.
61.
5622
.132
1014
.721
4013
.519
6012
.217
8011
.016
009.
7514
208.
7312
708.
0511
707.
7111
20H
eavy
26.9
3.2
1.87
27.8
4040
18.5
2690
17.0
2460
15.4
2240
13.8
2010
12.3
1780
11.0
1590
10.1
1470
9.70
1410
25M
ediu
m33
.73.
22.
4121
.731
5014
.521
0013
.219
2012
.017
4010
.815
709.
5613
908.
5612
407.
9011
507.
5611
00H
eavy
33.7
4.0
2.94
27.8
4030
18.5
2690
16.9
2460
15.4
2230
13.8
2000
12.2
1780
11.0
1590
10.1
1470
9.68
1400
32M
ediu
m42
.43.
23.
1016
.924
5011
.316
4010
.315
009.
3713
608.
4112
207.
4610
806.
6896
96.
1689
45.
9085
6H
eavy
42.4
4.0
3.80
21.5
3120
14.4
2080
13.1
1910
11.9
1730
10.7
1550
9.50
1380
8.50
1230
7.84
1140
7.51
1090
40M
ediu
m48
.33.
23.
5714
.721
409.
8114
208.
9813
008.
1511
807.
3210
606.
4994
25.
8184
35.
3677
85.
1374
5H
eavy
48.3
4.0
4.38
18.7
2710
12.5
1810
11.4
1660
10.4
1500
9.30
1350
8.24
1200
7.38
1070
6.80
988
6.52
946
50M
ediu
m60
.33.
65.
0313
.219
108.
7812
708.
0411
707.
3010
606.
5595
15.
8184
35.
2075
54.
8069
64.
5966
7H
eavy
60.3
4.5
6.19
16.7
2420
11.1
1620
10.2
1480
9.25
1340
8.31
1210
7.37
1070
6.60
958
6.08
883
5.83
846
65M
ediu
m76
.13.
66.
4310
.315
006.
8899
86.
3091
45.
7282
95.
1374
54.
5566
14.
0759
13.
7654
53.
6052
2H
eavy
76.1
4.5
7.93
13.0
1890
8.70
1260
7.96
1160
7.22
1050
6.49
942
5.75
835
5.15
748
4.75
689
4.55
660
80M
ediu
m88
.94.
08.
379.
7914
206.
5394
85.
9886
75.
4278
74.
8770
74.
3262
73.
8756
13.
5751
83.
4249
6H
eavy
88.9
5.0
10.3
12.4
1800
8.25
1200
7.55
1100
6.85
995
6.15
893
5.46
792
4.89
709
4.50
654
4.31
626
90M
ediu
m10
1.6
4.0
9.63
8.52
1240
5.68
825
5.20
755
4.72
685
4.24
615
3.76
546
3.37
489
3.10
450
2.97
431
Hea
vy10
1.6
5.0
11.9
10.8
1560
7.17
1040
6.56
953
5.96
864
5.35
776
4.74
688
4.25
616
3.92
568
3.75
544
100
Med
ium
114.
34.
512
.28.
5212
405.
6882
55.
2075
54.
7268
54.
2461
53.
7654
63.
3748
93.
1045
02.
9743
1H
eavy
114.
35.
414
.510
.315
006.
8799
76.
2991
35.
7182
85.
1374
44.
5466
04.
0759
13.
7554
53.
5952
2
125
Med
ium
139.
75.
016
.67.
7211
205.
1574
74.
7168
44.
2862
13.
8455
83.
4149
43.
0544
32.
8140
82.
6939
1H
eavy
139.
75.
417
.98.
3612
105.
5880
95.
1074
14.
6367
24.
1660
43.
6953
53.
3047
93.
0544
22.
9242
3
150
Med
ium
165.
15.
019
.76.
5094
44.
3362
93.
9757
63.
6052
33.
2346
92.
8741
62.
5737
32.
3734
42.
2732
9H
eavy
165.
15.
421
.37.
0410
204.
6968
14.
2962
33.
9056
63.
5050
83.
1045
02.
7840
32.
5637
22.
4535
6
Note
s:1.
The
abov
e m
axim
um r
ecom
men
ded
test
and
wor
king
pre
ssur
es a
re a
pplic
able
onl
y to
the
pip
e, if
and
onl
y if
●Th
e ap
plie
d lo
ads
are
only
fro
m in
tern
al p
ress
ure
in s
trai
ght
pipe
. Th
e pi
pelin
e sh
ould
be
supp
orte
d so
tha
t be
ndin
g an
d ex
tern
al lo
ads
are
avoi
ded.
The
pip
elin
e m
ust
also
be
set
up w
ith
suit
able
fre
edom
of
angu
lar
mov
emen
t at
join
ts a
nd b
ends
and
wit
hpr
ovis
ion
to a
ccom
mod
ate
ther
mal
exp
ansi
on.
●Th
e m
axim
um w
orki
ng p
ress
ure
is b
ased
on
a de
sign
str
engt
h of
130
MPa
at
50°C
, an
d 90
% o
f th
e no
min
al w
all t
hick
ness
to
allo
w f
or t
he m
inim
um t
hick
ness
tol
eran
ce o
f th
e re
leva
nt s
tand
ard.
●AS
404
1 lim
its
the
max
imum
pre
ssur
e of
thi
s ty
pe o
f pi
pe (
Clas
s 2)
to
10 M
Pa w
hen
carr
ying
Ver
y H
arm
ful f
luid
s (f
luid
typ
e 2)
and
for
Har
mfu
l gas
es (
fluid
typ
e 3)
. Th
is s
houl
d be
con
side
red
whe
n de
sign
ing
pipe
lines
. Se
e th
e On
eSte
el (
Tube
mak
ers
pipi
ngsy
stem
s) p
ublic
atio
n 'F
luid
typ
e an
d cl
asse
s fo
r pr
essu
re p
ipin
g sy
stem
s' fo
r in
form
atio
n on
flu
id t
ypes
.●
Use
of
this
pip
e is
pro
hibi
ted
whe
re t
he p
ipe
cont
ents
are
Let
hal (
AS 4
041
fluid
typ
e 1)
. Se
e th
e On
eSte
el (
Tube
mak
ers
pipi
ng s
yste
ms)
pub
licat
ion
'Flu
id t
ype
and
clas
ses
for
pres
sure
pip
ing
syst
ems'
for
info
rmat
ion
on f
luid
typ
es.
2.Th
e pi
ping
sys
tem
wor
king
pre
ssur
es c
an b
e lim
ited
by
the
type
of
coup
lings
or
the
wel
ding
cla
ss u
sed
in t
he d
esig
n of
the
pip
elin
e.3.
AS 3
920.
1 gi
ves
info
rmat
ion
on t
he h
azar
d le
vel o
f pr
essu
re p
ipin
g an
d ot
her
pres
sure
equ
ipm
ent
and
the
QA r
equi
red
to c
erti
fy d
esig
n, m
anuf
actu
re a
nd in
stal
lati
on.
4.Pr
essu
res
have
bee
n ca
lcul
ated
in a
ccor
danc
e w
ith
AS 4
041-
1998
and
the
dra
ft r
evis
ion
ME/
1/8/
00-2
8.
p=2
feM
t f/(
D-t f
) w
here
p =
Safe
wor
king
pre
ssur
e.f
= De
sign
str
engt
hs f
rom
tab
le D
2 of
AS
4041
for
AS
1074
pro
duct
.e
= 0.
85 W
eld
join
t fa
ctor
fro
m t
able
3.1
2.2
of A
S 40
41 f
or A
S 10
74 E
RW p
rodu
ct.
M =
0.7
Cla
ss d
esig
n fa
ctor
fro
m A
S 40
41 t
able
3.1
2.3
for
clas
s 2.
t f =
0 9
× w
all t
hick
ness
, in
mm
.D
= Ou
tsid
e di
amet
er,
in m
m.
5.No
allo
wan
ce h
as b
een
mad
e fo
r co
rros
ion,
thr
eadi
ng,
groo
ving
or
mac
hini
ng.
CHS
CIRCULARHOLLOWSECTIONS
Dimensions and Properties Handbook56 December 2000
Notes
1. Pipe is not a precision section, and all dimensionsshown in this chart, although in accordance withAS1163, will vary by the manufacturing tolerance.Varying internal weld bead will need to beconsidered when a closer fit is required.
2. The internal weld bead is generally a maximum of0.7mm in height for 15mm to 50mm pipe, and amaximum of 1.5mm in height for 65mm to 100mmpipe.
3. Where telescoping over some length is required, anadditional allowance for straightness may berequired.
4. For tight fits, it is recommended that some form oftesting is carried out prior to finalising the selectionof material.
How to use this chart
1. Select the required external pipe size from the left hand column.
2. The external pipe wall thickness and the internal pipe size will determine theclearance between the two telescoping pipes.
3. Select the most suitable clearance from the right hand column for theapplication, to give the required fit. Pipes may be required to slide freely orto be a tight fit.
4. The clearance selected will give the external pipe thickness required for theappropriate internal pipe size.
Pipe
Telescoping Pipe
* Minimum Clearance = (AS1163 min do ext - 2t) – (AS1163 max do int)
do
int
do
ext
t
do ext = external pipe diameter
do int = internal pipe diameter
t = external pipe thickness
External Pipe Internal Pipe Minimum*Nominal do t Nominal do Clearance
size sizeDN(NB) mm mm DN(NB) mm mm
20 Extra light 26.9 × 2.0 15 21.3 0.4
25 Extra light 33.7 × 2.0 20 26.9 1.6 Light 2.6 20 26.9 0.4 Medium 3.2 15 21.3 4.8 Heavy 4.0 15 21.3 3.2
32 Extra light 42.4 × 2.0 25 33.7 3.5Light 2.6 25 33.7 2.3Medium 3.2 25 33.7 1.1Heavy 4.0 20 26.9 6.3
40 Extra light 48.3 × 2.3 32 42.4 0.1Light 2.9 25 33.7 7.6Medium 3.2 25 33.7 7.0Heavy 4.0 25 33.7 5.4
50 Extra light 60.3 × 2.3 40 48.3 6.4Light 2.9 40 48.3 5.2Medium 3.6 40 48.3 3.8Heavy 4.5 40 48.3 2.0
65 Extra light 76.1 × 2.3 50 60.3 9.8Light 3.2 50 60.3 8.0Medium 3.6 50 60.3 7.2Heavy 4.5 50 60.3 5.4
80 Extra light 88.9 × 2.6 65 76.1 6.0Light 3.2 65 76.1 4.8Medium 4.0 65 76.1 3.2Heavy 5.0 65 76.1 1.2
100 Extra light 114.3 × 3.2 80 88.9 17.0Light 3.6 80 88.9 16.2Medium 4.5 80 88.9 14.4Heavy 5.4 80 88.9 12.6
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 57
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦6.
31.
60.
187
6.3
O/D
× 1.
60 T
S 27
Hyd
raul
ic18
029
0
9.5
1.0
0.21
09.
5 O/
D ×
1.00
Wel
ded
P.E.
150
275
1.2
0.24
69.
5 O/
D ×
1.20
Wel
ded
P.E.
150
275
1.4
0.28
09.
5 O/
D ×
1.40
Wel
ded
P.E.
150
275
✦1.
40.
280
9.5
O/D
× 1.
40 T
S 27
Hyd
raul
ic
180
290
✦1.
60.
312
9.5
O/D
× 1.
60 T
S 27
Hyd
raul
ic
180
290
✦2.
00.
370
9.5
O/D
× 2.
00 T
S 27
Hyd
raul
ic
180
290
✦11
.11.
00.
249
11.1
O/D
× 1
.00
Wel
ded
P.E.
150
275
✦1.
20.
293
11.1
O/D
× 1
.20
Wel
ded
P.E.
150
275
✦1.
40.
335
11.1
O/D
× 1
.40
Wel
ded
P.E.
150
275
✦1.
60.
375
11.1
O/D
× 1
.60
Wel
ded
P.E.
150
275
12.7
1.0
0.28
712
.7 O
/D ×
1.0
0 W
elde
d P.
E.0.
369
0.04
00.
063
0.10
00.
415
150
275
1.2
0.34
112
.7 O
/D ×
1.2
0 W
elde
d P.
E.0.
432
0.04
00.
072
0.11
40.
409
150
275
1.4
0.39
012
.7 O
/D ×
1.4
0 W
elde
d P.
E.0.
494
0.04
00.
081
0.12
70.
402
150
275
1.6
0.43
812
.7 O
/D ×
1.6
0 W
elde
d P.
E.0.
558
0.04
00.
088
0.13
80.
396
150
275
✦1.
60.
438
12.7
O/D
× 1
.60
TS 2
7 H
ydra
ulic
0.
558
0.04
00.
088
0.13
80.
396
180
290
✦2.
00.
528
12.7
O/D
× 2
.00
TS 2
7 H
ydra
ulic
0.
675
0.04
00.
100
0.15
60.
384
180
290
13.5
2.3
0.65
08
NB M
ed. S
& S
BS
1387
0.81
90.
042
0.13
30.
197
0.40
319
532
0✦
2.9
0.77
08
NB H
eavy
S &
S B
S 13
870.
976
0.04
20.
146
0.21
70.
389
195
320
✦14
.31.
00.
328
14.3
O/D
× 1
.0 W
elde
d P.
E.0.
410
0.04
50.
093
0.12
90.
471
150
275
✦1.
20.
388
14.3
O/D
× 1
.2 W
elde
d P.
E.0.
490
0.04
50.
107
0.14
90.
464
150
275
✦1.
40.
446
14.3
O/D
× 1
.4 W
elde
d P.
E.0.
565
0.04
50.
119
0.16
70.
458
150
275
✦1.
60.
501
14.3
O/D
× 1
.6 W
elde
d P.
E.0.
636
0.04
50.
131
0.18
30.
452
150
275
16.0
1.0
0.37
016
.0 O
/D ×
1.0
Wel
ded
P.E.
0.47
10.
051
0.13
30.
166
0.53
215
027
51.
20.
438
16.0
O/D
× 1
.2 W
elde
d P.
E.0.
558
0.05
10.
154
0.19
30.
525
150
275
1.4
0.50
416
.0 O
/D ×
1.4
Wel
ded
P.E.
0.64
30.
051
0.17
30.
216
0.51
915
027
51.
60.
568
16.0
O/D
× 1
.6 W
elde
d P.
E.0.
724
0.05
10.
190
0.23
80.
512
150
275
2.0
0.69
116
.0 O
/D ×
2.0
Wel
ded
P.E.
0.88
00.
051
0.22
00.
275
0.50
015
027
5✦
2.0
0.69
116
.0 O
/D ×
2.0
TS
27 H
ydra
ulic
0.
880
0.05
10.
220
0.27
50.
500
180
290
✦17
.22.
30.
852
10 N
B M
ed S
&S
BS 1
387
1.11
0.05
50.
325
0.37
20.
541
195
320
✦2.
91.
020
10 N
B H
eavy
S&
S BS
138
71.
340.
055
0.36
80.
422
0.52
419
532
0
19.0
1.0
0.44
419
.0 O
/D ×
1.0
Wel
ded
P.E.
0.56
50.
060
0.23
00.
242
0.63
715
027
51.
20.
527
19.0
O/D
× 1
.2 W
elde
d P.
E.0.
671
0.06
00.
267
0.28
10.
631
150
275
1.4
0.60
819
.0 O
/D ×
1.4
Wel
ded
P.E.
0.77
40.
060
0.30
20.
317
0.62
415
027
51.
60.
687
19.0
O/D
× 1
.6 W
elde
d P.
E.0.
875
0.06
00.
334
0.35
10.
618
150
275
2.0
0.83
919
.0 O
/D ×
2.0
Wel
ded
P.E.
1.07
00.
060
0.39
10.
412
0.60
515
027
5✦
2.0
0.83
919
.0 O
/D ×
2.0
TS
27 H
ydra
ulic
1.
070
0.06
00.
391
0.41
20.
605
180
290
Tube
and
Pip
e Qu
ick
Refe
renc
e Ta
bles
T&P
TUBEANDPIPE
Dimensions and Properties Handbook58 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ileM
etre
Sect
ion
Area
Iner
tia
Mod
ulus
Gyra
tion
Stre
ssSt
reng
thI
Zr
min
min
mm
mm
kg/m
cm2
m2 /
mcm
4cm
3cm
MPa
MPa
✦21
.32.
00.
952
15 N
B Li
ght
P.E.
BS1
387
1.21
0.06
70.
571
0.53
60.
686
195
320
✦2.
00.
952
15 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.6
1.22
15 N
B M
ed P
.E./
S &
S B
S138
71.
560.
067
0.70
20.
655
0.67
119
532
02.
771.
2615
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
1.61
0.06
70.
708
0.66
40.
662
240
415
✦3.
21.
4515
NB
Hea
vy P
.E./
S &
S B
S138
71.
860.
067
0.79
20.
739
0.65
319
532
0✦
3.2
1.45
15 N
B ×
3.2
Amm
onia
BS3
602
2.00
0.06
70.
792
0.73
90.
653
245
410
✦3.
61.
615
NB
× 3.
2 Am
mon
ia B
S360
21.
860.
067
0.81
60.
767
0.63
824
541
03.
731.
6215
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
2.06
0.06
70.
830.
780.
634
240
415
4.78
1.95
15 N
B AS
TM A
106
Grad
e B
Sch
160
2.48
0.06
70.
917
0.86
10.
607
240
415
7.47
2.56
15 N
B AS
TM A
106
Grad
e B
XXS
3.2
0.06
71.
000.
941
0.55
524
041
5
✦22
.21.
00.
523
22.2
O/D
× 1
.0 W
elde
d P.
E.0.
660.
070.
375
0.33
80.
7515
027
51.
20.
622
22.2
O/D
× 1
.2 W
elde
d P.
E.0.
792
0.07
0.43
80.
394
0.74
415
027
5✦
1.4
0.71
822
.2 O
/D ×
1.4
Wel
ded
P.E.
0.91
50.
070.
497
0.47
80.
737
150
275
1.6
0.81
322
.2 O
/D ×
1.6
Wel
ded
P.E.
1.0
40.
070.
553
0.49
80.
7315
027
52.
00.
997
22.2
O/D
× 2
.0 W
elde
d P.
E.1.
270.
070.
654
0.58
90.
718
150
275
✦25
.41.
00.
602
25.4
O/D
× 1
.0 W
elde
d P.
E.0.
770.
080.
571
0.45
0.86
315
027
51.
20.
716
25.4
O/D
× 1
.2 W
elde
d P.
E.0.
910.
080.
670.
527
0.85
715
027
51.
40.
829
25.4
O/D
× 1
.4 W
elde
d P.
E.1.
060.
080.
763
0.6
0.85
150
275
1.6
0.93
925
.4 O
/D ×
1.6
Wel
ded
P.E.
1.2
0.08
0.85
10.
670.
843
150
275
2.0
1.15
425
.4 O
/D ×
2.0
Wel
ded
P.E.
1.47
0.08
1.01
0.79
80.
8315
027
5✦
2.6
1.46
225
.4 O
/D ×
2.6
TS
27 H
ydra
ulic
1.86
0.08
1.23
0.96
50.
811
180
290
2.9
1.61
25.4
O/D
× 2
.9 B
oile
r BS
3059
2.05
0.0
81.
321.
040.
802
195
320
✦3.
21.
7525
.4 O
/D ×
3.2
TS
27 H
ydra
ulic
2.23
0.08
1.4
1.11
0.79
318
029
06.
32.
9725
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/D ×
6.3
Boi
ler
BS30
593.
790.
081.
911.
510.
711
195
320
✦26
.72.
871.
6820
NB
API
Line
Pip
e Sc
h 40
2.15
0.08
41.
551.
160.
849
241
414
2.87
1.68
20 N
B AS
TM A
106
Grad
e B
Sch
402.
150.
084
1.55
1.16
0.84
924
041
53.
912.
1920
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
2.8
0.08
41.
871.
40.
817
240
415
5.56
2.89
20 N
B AS
TM A
106
Grad
e B
Sch
160
7.82
3.63
20 N
B AS
TM A
106
Grad
e B
Sch
XXS
26.9
2.0
1.23
20 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.0
1.23
20 N
B Ga
ltub
e Pl
us P
.E.
2.3
1.40
20 N
B Du
raGa
l Lig
ht P
.E.
2.
31.
4020
NB
Ligh
t P.
E. B
S138
71.
810.
085
1.39
1.03
0.87
519
532
02.
61.
5620
NB
Dura
Gal M
ed P
.E.
2.6
1.58
20 N
B M
ed P
.E./
S&S
BS13
872.
020.
085
1.51
1.12
0.86
619
532
03.
21.
920
NB
Hea
vy P
.E./
S&S
BS13
872.
420.
085
1.74
1.29
0.84
719
532
0✦
3.6
2.07
20 N
B ×
3.6
Amm
onia
BS3
602
2.63
0.08
51.
831.
36 0
.833
245
410
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1 Pl
ease
ref
er t
o Ga
ltub
e Pl
us t
able
s on
pag
e 73
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 59
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦28
.61.
00.
681
28.6
O/D
× 1
.0 W
elde
d P.
E.0.
864
0.09
0.82
70.
578
0.97
815
027
51.
20.
811
28.6
O/D
× 1
.2 W
elde
d P.
E.1.
030.
090.
971
0.67
90.
9715
027
5✦
1.4
0.93
928
.6 O
/D ×
1.4
Wel
ded
P.E.
1.19
0.09
1.11
0.77
60.
963
150
275
1.6
1.06
628
.6 O
/D ×
1.6
Wel
ded
P.E.
1.36
0.09
1.24
0.86
80.
956
150
275
2.0
1.31
228
.6 O
/D ×
2.0
Wel
ded
P.E.
1.67
0.09
1.49
1.04
0.94
315
027
5
✦31
.81.
0 0
.76
31.8
O/D
× 1
.0 W
elde
d P.
E.0.
966
0.1
1.15
0.72
21.
0915
027
51.
20.
906
31.8
O/D
× 1
.2 W
elde
d P.
E.1.
150.
11.
350.
851
1.08
150
275
✦1.
41.
0531
.8 O
/D ×
1.4
Wel
ded
P.E.
1.34
0.1
1.56
0.97
31.
0815
027
51.
61.
192
31.8
O/D
× 1
.6 W
elde
d P.
E.1.
520.
11.
741.
091.
0715
027
52.
01.
4731
.8 O
/D ×
2.0
Wel
ded
P.E.
1.87
0.1
2.09
1.31
1.06
150
275
2.9
2.07
31.8
O/D
× 2
.9 B
oile
r BS
3059
2.63
0.1
2.78
1.75
1.03
195
320
✦4.
02.
7431
.8 O
/D ×
4.0
Boi
ler
BS30
593.
50.
13.
442.
170.
993
195
320
6.3
3.9
631.
8 O/
D ×
6.3
Boile
r BS
3059
5.05
0.1
4.35
2.74
0.92
819
532
0
32.0
6.0
3.84
32 ×
20
(Nom
) TI
6V H
ollo
w B
ar8.
04.
7332
× 1
6 (N
om)
TI6V
Hol
low
Bar
✦33
.43.
382.
525
NB
API
Line
pip
e Sc
h 40
3.19
0.10
53.
642.
181.
0724
141
43.
382.
525
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
3.19
0.10
53.
642.
181.
0724
041
54.
553.
2325
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
4.13
0.10
54.
42.
631.
0324
041
56.
354.
2325
NB
ASTM
A10
6 Gr
ade
B Sc
h 16
05.
40.
105
5.21
3.12
9.82
240
415
9.09
5.45
26 N
B AS
TM A
106
Grad
e B
Sch
XXS
33
.72.
01.
5625
NB
Dura
Gal E
x-Li
ght
P.E.
2.
01.
5625
NB
Galt
ube
Plus
P.E
.
2.0
1.56
25 N
B I.
L.G
Fire
Plus
P.E
.
2.
01.
6425
NB
H.D
.G F
irePl
us G
.B.E
2.
61.
9925
NB
Dura
Gal L
ight
P.E
.
2.
62.
0125
NB
Ligh
t P.
E. B
S138
72.
610.
106
3.26
1.91
1.12
195
320
3.
22.
4125
NB
Dura
Gal M
ed P
.E.
3.2
2.41
25 N
B I.
L.G
Med
Fire
Plus
3.2
2.44
25 N
B M
ed P
.E./
S&S
BS13
873.
150.
106
3.8
2.23
1.1
195
320
4.
02.
9725
NB
Hea
vy P
.E./
S&S
BS13
873.
840.
106
4.42
2.59
1.07
195
320
✦ 4
.02.
9725
NB
× 4.
0 Am
mon
ia B
S360
23.
840.
106
4.42
2.59
1.07
245
410
✦35
.01.
00.
839
35.0
O/D
× 1
.0 W
elde
d P.
E.1.
070.
111.
540.
881.
215
027
5
1.2
1.0
35.0
O/D
× 1
.2 W
elde
d P.
E.1.
270.
111.
821.
041.
215
027
5✦
1.4
1.16
35.0
O/D
× 1
.4 W
elde
d P.
E.1.
480.
112.
091.
191.
1915
027
5
1.6
1.31
835
.0 O
/D ×
1.6
Wel
ded
P.E.
1.68
0.11
2.35
1.34
1.18
150
275
2.0
1.62
835
.0 O
/D ×
2.0
Wel
ded
P.E.
2.07
0.11
2.83
1.62
1.17
150
275
36.0
5.5
4.14
36 ×
25
(Nom
) TI
6V H
ollo
w B
ar
8.
05.
5236
× 2
0 (N
om)
TI6V
Hol
low
Bar
10.0
6.4
36 ×
16
(Nom
) TI
6V H
ollo
w B
ar
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Galt
ube
CHS
tabl
es o
n pa
ge 7
3
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
T&P
TUBEANDPIPE
Dimensions and Properties Handbook60 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦
38.0
1.0
0.91
338
.0 O
/D ×
1.0
Wel
ded
P.E.
1.16
0.11
91.
991.
051.
3115
027
51.
21.
089
38.0
O/D
× 1
.2 W
elde
d P.
E.1.
390.
119
2.35
1.24
1.3
150
275
✦
1.4
1.26
438
.0 O
/D ×
1.4
Wel
ded
P.E.
1.61
0.11
92.
71.
421.
2915
027
51.
61.
436
38.0
O/D
× 1
.6 W
elde
d P.
E.1.
830.
119
3.04
1.6
1.29
150
275
2.0
1.77
638
.0 O
/D ×
2.0
Wel
ded
P.E.
2.26
0.11
93.
681.
931.
2715
027
52.
92.
5138
.0 O
/D ×
2.9
Boi
ler
BS30
593.
20.
119
4.96
2.61
1.24
195
320
6.3
4.93
38.0
O/D
× 6
.3 B
oile
r BS
3059
6.28
0.11
98.
194.
311.
1419
532
0
40.0
6.0
5.03
40 ×
28
(Nom
) TI
6V H
ollo
w B
ar
7.5
6.01
40 ×
25
(Nom
) TI
6V H
ollo
w B
ar
10.0
7.4
40 ×
20
(Nom
) TI
6V H
ollo
w B
ar
✦41
.31.
21.
187
41.3
O/D
× 1
.2 W
elde
d P.
E.1.
510.
133.
041.
471.
4215
027
5✦
1.
41.
378
41.3
O/D
× 1
.4 W
elde
d P.
E.1.
750.
133.
51.
691.
4115
027
51.
6 1
.567
41.3
O/D
× 1
.6 W
elde
d P.
E.1.
99 0
.13
3.93
1.91
1.4
150
275
2.0
1.93
941
.3 O
/D ×
2.0
Wel
ded
P.E.
2.47
0.13
4.78
2.31
1.39
150
275
42.2
3.56
3.38
32 N
B AP
I Li
ne p
ipe
Sch
404.
320.
133
8.1
33.
851.
3724
141
43.
563.
3832
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
4.32
0.13
38.
133.
851.
3724
041
5✦
4.
854.
4732
NB
API
Line
pip
e Sc
h 80
5.69
0.13
310
.09
4.78
1.33
241
414
4.85
4.47
32 N
B AS
TM A
106
Grad
e B
Sch
805.
690.
133
10.0
94.
781.
3324
041
5
42.4
1.2
1.28
244
.5 O
/D ×
1.2
Wel
ded
P.E.
1.63
0.14
3.83
1.72
1.53
150
275
✦1.
41.
488
44.5
O/D
× 1
.4 W
elde
d P.
E.1.
890.
144.
41.
981.
5215
027
51.
61.
693
44.5
O/D
× 1
.6 W
elde
d P.
E.2.
160.
144.
972.
231.
5215
027
5✦
2.0
1.99
32 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.0
1.99
32 N
B Ga
ltub
e Pl
us P
.E.
2.0
1.99
32 N
B I.
L.G
Fire
Plus
P.E
.
2.0
2.0
9644
.5 O
/D ×
2.0
Wel
ded
P.E.
2.67
0.14
6.04
2.72
1.5
150
275
2.0
2.10
32 N
B H
.D.G
Fire
Plus
G.B
.E2.
62.
5532
NB
Dura
Gal L
ight
P.E
.
2.6
2.58
32 N
B Li
ght
P.E.
BS1
387
3.34
0.13
36.
783.
16 1
.43
195
320
3.2
3.09
32 N
B Du
raGa
l Med
P.E
.
3.2
3.09
32 N
B I.
L.G.
Med
Fire
Plus
P.E
.
3.2
3.14
32 N
B M
ed P
.E./
S&S
BS13
874.
050.
133
7.99
3.73
1.41
195
320
3.2
3.26
44.5
O/D
× 3
.2 B
oile
r BS
3059
4.15
0.14
8.91
4.0
1.46
195
320
4.0
3.84
32 N
B H
eavy
P.E
./S&
S BS
1387
4.95
0.13
39.
424.
41.
3819
532
0✦
4.5
4.21
32 N
B ×
4.5
Amm
onia
BS3
602
5.36
0.13
39.
764.
61.
3524
541
06.
35.
9444
.5 O
/D ×
6.3
Boi
ler
BS30
597.
560.
1414
.17
6.37
1.37
195
320
45.0
6.5
6.8
45 ×
32
(Nom
) TI
6V H
ollo
w B
ar
8.5
7.93
45 ×
28
(Nom
) TI
6V H
ollo
w B
ar
12.5
10.0
145
× 2
0 (N
om)
TI6V
Hol
low
Bar
47.6
1.2
1.37
347
.6 O
/D ×
1.2
Wel
ded
P.E.
1.75
0.15
4.71
1.98
1.64
150
275
✦1.
41.
595
47.6
O/D
× 1
.4 W
elde
d P.
E.2.
030.
155.
432.
281.
6315
027
51.
61.
815
47.6
O/D
× 1
.6 W
elde
d P.
E.2.
310.
156.
122.
571.
6315
027
5✦
2.0
2.24
947
.6 O
/D ×
2.0
Wel
ded
P.E.
2.87
0.15
7.46
3.14
1.61
150
275
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1 Pl
ease
ref
er t
o Ga
ltub
e CH
S ta
bles
on
page
73
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 61
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
48.3
2.3
2.61
40 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.
32.
6140
NB
Galt
ube
Plus
P.E
.
2.
32.
6140
NB
I.L.
G Fi
rePl
us P
.E.
2.
32.
7340
NB
H.D
.G F
irePl
us G
.B.E
2.
92.
6140
NB
Dura
Gal L
ight
P.E
.
2.
93.
2540
NB
Ligh
t P.
E. B
S138
74.
210.
152
10.0
94.
511.
6119
532
03.
23.
5640
NB
Dura
Gal M
ed P
.E.
3.2
3.56
40 N
B I.
L.G
Med
Fire
Plus
P.E
.
3.2
3.61
40 N
B M
ed P
.E./
S&S
BS13
874.
610.
152
11.8
4.88
1.6
195
320
✦3.
684.
0540
NB
API
Line
pip
e Sc
h 40
5.16
0.15
212
.93
5.35
1.58
241
414
3.68
4.05
40 N
B AS
TM A
106
Grad
e B
Sch
405.
160.
152
12.9
35.
351.
5824
041
54.
004.
4340
NB
Hea
vy P
.E./
S&S
BS13
87 5
.66
0.15
214
5.8
1.57
195
320
✦4.
004.
4348
.3 O
/D ×
4.0
Sca
ffol
d NZ
S141
35.
660.
152
145.
81.
57 1
9532
0✦
4.50
4.86
40 N
B ×
4.5
Amm
onia
BS3
602
6.19
0.15
215
.01
6.21
1.56
245
410
✦5.
085.
4140
NB
API
Line
pip
e Sc
h 80
6.9
0.15
216
.33
6.76
1.54
241
414
5.08
5.41
40 N
B AS
TM A
106
Grad
e B
Sch
806.
90.
152
16.3
36.
761.
5424
041
57.
147.
2440
NB
ASTM
A10
6 Gr
ade
B Sc
h 16
0
10.1
59.
5640
NB
ASTM
A10
6 Gr
ade
B Sc
h XX
S
50.0
77.
7350
× 3
6 (N
om)
TI6V
Hol
low
Bar
99.
4150
× 3
2 (N
om)
TI6V
Hol
low
Bar
12.5
11.5
550
× 2
5 (N
om)
TI6V
Hol
low
Bar
51.0
1.2
1.47
151
.0 O
/D ×
1.2
Wel
ded
P.E.
1.88
0.16
5.82
2.28
1.76
150
275
✦
1.4
1.71
351
.0 O
/D ×
1.4
Wel
ded
P.E.
2.18
0.16
6.71
2.63
1.75
150
275
1.
61.
949
51.0
O/D
× 1
.6 W
elde
d P.
E.2.
480.
167.
582.
971.
7515
027
5
2.0
2.41
751
.0 O
/D ×
2.0
Wel
ded
P.E.
3.08
0.16
9.26
3.63
1.73
150
275
✦
2.6
3.10
451
.0 O
/D ×
2.6
Wel
ded
P.E.
3.96
0.16
11.6
14.
551.
7115
027
5
3.2
3.77
51.0
O/D
× 3
.2 B
oile
r BS
3059
4.8
0.16
13.7
95.
411.
6919
532
0
✦3.
253.
827
51.0
O/D
× 4
4.5
I/D
Draw
n Fi
nish
0.16
––
6.
36.
9451
.0 O
/D ×
6.3
Boi
ler
BS30
590.
16–
–
12.5
11.9
51.0
O/D
× 1
2.5
HFS
BS3
601
15.1
10.
1630
.97
12.1
4 1
.43
235
410
✦54
.01.
21.
563
54.0
O/D
× 1
.2 W
elde
d P.
E.1.
990.
176.
942.
571.
8715
027
5✦
1.
41.
816
54.0
O/D
× 1
.4 W
elde
d P.
E.2.
310.
178.
012.
971.
8615
027
5
1.6
2.06
854
.0 O
/D ×
1.6
Wel
ded
P.E.
2.63
0.17
9.05
3.35
1.85
150
275
✦2.
02.
565
54.0
O/D
× 2
.0 W
elde
d P.
E.3.
270.
1711
.06
4.1
1.84
150
275
✦2.
63.
296
54.0
O/D
× 2
.6 W
elde
d P.
E.4.
20.
1713
.95.
151.
8215
027
5
56.0
8.0
9.82
56 ×
40
(Nom
) TI
6V H
ollo
w B
ar
10.0
11.7
156
× 3
6 (N
om)
TI6V
Hol
low
Bar
14.0
14.4
956
× 2
8 (N
om)
TI6V
Hol
low
Bar
✦57
.01.
21.
652
57.0
O/D
× 1
.2 W
elde
d P.
E.2.
10.
179
8.19
2.87
1.97
150
275
✦1.
41.
920
57.0
O/D
× 1
.4 W
elde
d P.
E.2.
440.
179
9.46
3.32
1.97
150
275
1.6
2.18
657
.0 O
/D ×
1.6
Wel
ded
P.E.
2.78
0.17
910
.69
3.75
1.96
150
275
2.0
2.71
357
.0 O
/D ×
2.0
Wel
ded
P.E.
3.46
0.17
913
.08
4.59
1.95
150
275
✦2.
63.
488
57.0
O/D
× 2
.6 W
elde
d P.
E.4.
440.
179
16.4
75.
781.
9315
027
52.
93.
869
57.0
O/D
× 2
.9 B
oile
r BS
3059
4.93
0.17
918
.08
6.35
1.92
195
320
✦3.
24.
247
57.0
O/D
× 3
.2 B
oile
r BS
3059
5.41
0.17
919
.64
6.89
1.91
195
320
6.3
7.88
057
.0 O
/D ×
6.3
Boi
ler
BS30
5914
.11
0.17
932
.74
11.4
91.
8119
532
0
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1 Pl
ease
ref
er t
o Ga
ltub
e CH
S ta
bles
on
page
73
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
T&P
TUBEANDPIPE
Dimensions and Properties Handbook62 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦60
.31.
42.
034
60.3
O/D
× 1
.4 W
elde
d P.
E.2.
590.
189
11.2
43.
732.
0815
027
51.
62.
316
60.3
O/D
× 1
.6 W
elde
d P.
E.2.
950.
189
12.7
24.
222.
0815
027
5✦
2.0
2.87
660
.3 O
/D ×
2.0
Wel
ded
P.E.
3.66
0.18
915
.58
5.17
2.06
150
275
✦2.
02.
876
50 N
B Vi
ctau
lite
pipe
3.66
0.18
915
.58
5.17
2.06
350
430
2.3
3.29
50 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.
33.
2950
NB
Galt
ube
Plus
P.E
.
2.
33.
2950
NB
I.L.
G Fi
rePl
us P
.E.
2.
33.
4450
NB
H.D
.G F
irePl
us G
.B.E
.
2.9
4.11
50 N
B Du
raGa
l Lig
ht P
.E.
2.9
4.11
50 N
B Li
ght
P.E.
BS1
387
5.31
0.18
921
.90
7.27
2.03
195
320
3.6
5.10
50 N
B M
ed P
.E./
S&S
BS13
876.
510.
189
26.2
08.
702.
0119
532
03.
65.
0350
NB
Dura
Gal M
ed P
.E.
3.
65.
0350
NB
I.L.
G M
ed F
irePl
us P
.E.
✦3.
915.
4450
NB
API
Line
pip
e Sc
h 40
6.93
0.18
927
.66
9.18
2.00
241
414
3.91
5.44
50 N
B AS
TM A
106
Grad
e B
Sch
406.
930.
189
27.6
69.
182.
0024
041
54.
506.
1750
NB
Hea
vy P
.E./
S&S
BS13
877.
840.
189
30.8
010
.20
1.98
195
320
✦4.
906.
6950
NB
× 4.
9 Am
mon
ia B
S360
28.
530.
189
32.9
710
.94
1.97
245
410
✦5.
547.
4850
NB
API
Line
pip
e Sc
h 80
9.53
0.18
936
.09
11.9
71.
9524
141
45.
547.
4850
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
9.53
0.18
936
.09
11.9
71.
9524
041
58.
7411
.11
50 N
B AS
TM A
106
Grad
e B
Sch
160
11
.07
13.4
450
NB
ASTM
A10
6 Gr
ade
B Sc
h XX
S
63.0
6.5
9.44
63 ×
50
(Nom
) TI
6V H
ollo
w B
ar9.
012
.37
63 ×
45
(Nom
) TI
6V H
ollo
w B
ar11
.515
.05
63 ×
40
(Nom
) TI
6V H
ollo
w B
ar13
.516
.97
63 ×
36
(Nom
) TI
6V H
ollo
w B
ar15
.518
.68
63 ×
32
(Nom
) TI
6V H
ollo
w B
ar
✦63
.51.
21.
844
63.5
O/D
× 1
.2 W
elde
d P.
E.2.
350.
199
11.4
03.
592.
2015
027
5✦
1.4
2.14
463
.5 O
/D ×
1.4
Wel
ded
P.E.
2.73
0.19
913
.17
4.15
2.20
150
275
1.6
2.44
363
.5 O
/D ×
1.6
Wel
ded
P.E.
3.11
0.19
914
.91
4.70
2.19
150
275
2.0
3.03
463
.5 O
/D ×
2.0
Wel
ded
P.E.
3.86
0.19
918
.29
5.76
2.18
150
275
3.2
4.76
063
.5 O
/D ×
3.2
Boi
ler
BS30
596.
060.
199
27.6
38.
502.
1319
532
06.
38.
890
63.5
O/D
× 6
.3 B
oile
r BS
3059
11.3
30.
199
46.8
614
.75
2.03
195
320
✦12
.515
.700
63.5
O/D
× 1
2.5
HFS
BS3
601
20.0
20.
199
69.0
321
.74
1.86
235
410
✦63
.66.
49.
0350
.8 I
/D ×
6.4
Int
. Cy
linde
r Fi
nish
0.20
0-
-
70.0
1.6
2.69
970
.0 O
/D ×
1.6
Wel
ded
P.E.
3.44
0.22
020
.12
5.75
2.41
150
275
✦2.
03.
354
70.0
O/D
× 2
.0 W
elde
d P.
E.4.
270.
220
24.7
27.
062.
4115
027
5✦
2.6
4.32
70.0
O/D
× 2
.6 W
elde
d P.
E.5.
500.
220
31.3
18.
952.
3815
027
5✦
8.0
12.2
0070
.0 O
/D ×
8.0
HFS
BS3
601
15.5
80.
220
76.1
221
.75
2.21
235
410
71.0
7.5
12.1
871
× 5
6 (N
om)
TI6V
Hol
low
Bar
10.5
16.1
571
× 5
0 (N
om)
TI6V
Hol
low
Bar
13.0
19.1
471
× 4
5 (N
om)
TI6V
Hol
low
Bar
15.5
21.8
271
× 4
0 (N
om)
TI6V
Hol
low
Bar
17.5
23.7
271
× 3
6 (N
om)
TI6V
Hol
low
Bar
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1 Pl
ease
ref
er t
o Ga
ltub
e CH
S ta
bles
on
page
73
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 63
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦73
.05.
168.
6265
NB
API
Line
pip
e Sc
h 40
11.0
00.
229
63.6
317
.43
2.41
241
414
5.16
8.62
65 N
B AS
TM A
106
Grad
e B
Sch
4011
.00
0.22
963
.63
17.4
32.
4124
041
57.
0111
.41
65 N
B AS
TM A
106
Grad
e B
Sch
8014
.53
0.22
980
.00
21.9
22.
3524
041
5
75.0
7.5
13.3
475
× 6
0 (N
om)
TI6V
Hol
low
Bar
9.5
15.9
075
× 5
6 (N
om)
TI6V
Hol
low
Bar
12.5
19.8
775
× 5
0 (N
om)
TI6V
Hol
low
Bar
15.0
22.8
775
× 4
5 (N
om)
TI6V
Hol
low
Bar
17.5
25.5
475
× 4
0 (N
om)
TI6V
Hol
low
Bar
76.1
2.3
4.19
65 N
B Du
raGa
l Ex-
Ligh
t P.
E.
2.
34.
1965
NB
I.L.
G Fi
rePl
us P
.E.
2.
34.
3765
NB
H.D
.G F
irePl
us G
.B.E
.
2.
64.
7165
NB
Galt
ube
Plus
P.E
.
3.2
5.75
65 N
B Du
raGa
l Lig
ht P
.E.
✦3.
25.
8076
.1 O
/D ×
3.2
Boi
ler
BS30
597.
450.
239
49.7
013
.00
2.58
195
320
3.6
6.44
65 N
B Du
raGa
l Med
P.E
.
3.
6 6.
4465
NB
I.L.
G M
ed F
irePl
us P
.E.
3.6
6.51
65 N
B M
ed P
.E./
S&S
BS13
878.
340.
239
55.0
014
.40
2.57
195
320
4.5
7.90
65 N
B H
eavy
P.E
./S&
S BS
1387
10.1
00.
239
65.0
017
.10
2.54
195
320
✦4.
98.
6065
NB
× 4.
9 Am
mon
ia B
S360
210
.96
0.23
969
.78
18.3
42.
5324
541
06.
310
.80
76.1
O/D
× 6
.3 B
oile
r BS
3059
13.8
20.
239
84.8
222
.29
2.48
195
320
✦8.
013
.44
76.1
O/D
× 8
.0 B
oile
r BS
3059
17.1
10.
239
101
26.4
32.
4219
532
0✦
9.5
15.6
076
.1 O
/D ×
9.5
HFS
BS3
601
19.8
80.
239
112
29.5
52.
3923
541
0✦
12.5
19.6
076
.1 O
/D ×
12.
5 H
FS B
S360
124
.98
0.23
913
134
.47
2.29
235
410
✦76
.36.
411
.03
63.5
I/D
× 6
.4 I
nt. Cy
linde
r Fi
nish
--
80.0
8.5
15.5
880
× 6
3 (N
om)
TI6V
Hol
low
Bar
12.0
20.7
580
× 5
6 (N
om)
TI6V
Hol
low
Bar
15.0
24.7
780
× 5
0 (N
om)
TI6V
Hol
low
Bar
17.5
27.7
680
× 4
5 (N
om)
TI6V
Hol
low
Bar
20.0
30.4
280
× 4
0 (N
om)
TI6V
Hol
low
Bar
85.0
9.0
17.5
085
× 6
7 (N
om)
TI6V
Hol
low
Bar
12.0
22.2
785
× 6
1 (N
om)
TI6V
Hol
low
Bar
15.0
26.6
785
× 5
5 (N
om)
TI6V
Hol
low
Bar
17.5
29.9
885
× 5
0 (N
om)
TI6V
Hol
low
Bar
20.0
32.9
685
× 4
5 (N
om)
TI6V
Hol
low
Bar
88.9
1.6
3.44
588
.9 O
/D ×
1.6
Wel
ded
P.E.
4.39
0.27
941
.82
9.41
3.09
150
275
✦2.
04.
286
88.9
O/D
× 2
.0 W
elde
d P.
E.5.
460.
279
51.5
711
.60
3.07
150
275
✦2.
04.
286
80 N
B Vi
ctau
lite
pipe
5.46
0.27
951
.57
11.6
03.
0735
043
0
2.6
5.53
80 N
B Ex
-Lig
ht D
uraG
al P
.E.
2.
65.
5380
NB
I.L.
G Fi
rePl
us P
.E.
2.
65.
7580
NB
H.D
.G F
irePl
us G
.B.E
.
3.
26.
7680
NB
Dura
Gal L
ight
P.E
. ✦
3.6
7.57
88.9
O/D
× 3
.6 B
oile
r BS
3059
9.65
0.27
988
.00
19.7
73.
0219
532
04.
08.
4780
NB
Med
P.E
. S
& S
BS1
387
10.8
00.
279
97.7
022
.00
3.00
195
320
4.0
8.38
80 N
B Du
raGa
l Med
P.E
.
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1
Plea
se r
efer
to
Dura
Gal C
HS
tabl
es o
n pa
ge 7
1 Pl
ease
ref
er t
o Ga
ltub
e CH
S ta
bles
on
page
73
T&P
TUBEANDPIPE
Dimensions and Properties Handbook64 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Out
side
Thic
knes
sM
ass
Are
aSu
rfac
eM
omen
tEl
asti
cRa
dius
Yiel
dU
ltim
ate
Dia
met
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nA
rea
Iner
tia
Mod
ulus
Gyra
tion
Stre
ssSt
reng
thI
Zr
min
min
mm
mm
kg/m
cm2
m2 /
mcm
4cm
3cm
MPa
MPa
88.9
4.0
8.38
80 N
B I.
L.G
Med
FireP
lus
P.E.
4.8
9.96
80 N
B U
ltra
Pipe
C35
0LO
AS11
63
✦4.
910
.10
80 N
B H
eavy
P.E
./S&
S BS
1387
12.9
00.
279
114
25.6
02.
9819
532
0✦
5.4
11.1
080
NB
× 5.
4 Am
mon
ia B
S360
214
.10
0.27
912
427
.90
2.95
245
410
5.49
11.2
980
NB
API
Line
pip
e Sc
h 40
14.3
80.
279
126
28.2
72.
9624
141
45.
4911
.29
80 N
B AS
TM A
106
Grad
e B
Sch
4014
.38
0.27
912
628
.27
2.96
240
415
5.
511
.30
80 N
B U
ltra
Pipe
C35
0LO
AS11
637.
6215
.27
80 N
B AS
TM A
106
Grad
e B
Sch
8019
.45
0.27
916
236
.47
2.89
240
415
8.00
15.9
688
.9 O
/D ×
8.0
Boi
ler
BS30
5920
.33
0.27
916
837
.79
2.87
195
320
✦9.
518
.60
88.9
O/D
× 9
.5 H
FS B
S360
123
.70
0.27
918
942
.61
2.82
235
410
11.1
321
.33
80 N
B AS
TM A
106
Grad
e B
Sch
160
✦12
.523
.60
88.9
O/D
× 1
2.5
HFS
15.2
427
.67
80 N
B AS
TM A
106
Grad
e B
Sch
XXS
✦89
.06.
413
.04
76.2
I/D
× 6
.4 I
nt. Cy
linde
r Fi
nish
––
90.0
9.5
19.5
390
× 7
1 (N
om)
TI6V
Hol
low
Bar
11.5
22.9
590
× 6
7 (N
om)
TI6V
Hol
low
Bar
13.5
26.2
390
× 6
3 (N
om)
TI6V
Hol
low
Bar
17.0
31.4
990
× 5
6 (N
om)
TI6V
Hol
low
Bar
20.0
35.4
990
× 5
0 (N
om)
TI6V
Hol
low
Bar
95.0
10.0
21.6
795
× 7
5 (N
om)
TI6V
Hol
low
Bar
13.0
27.0
895
× 6
9 (N
om)
TI6V
Hol
low
Bar
14.0
28.8
095
× 6
7 (N
om)
TI6V
Hol
low
Bar
16.0
32.0
895
× 6
3 (N
om)
TI6V
Hol
low
Bar
19.5
37.3
395
× 5
6 (N
om)
TI6V
Hol
low
Bar
22.5
41.3
1 95
× 5
0 (N
om)
TI6V
Hol
low
Bar
100.
010
.023
.06
100
× 80
(No
m)
TI6V
Hol
low
Bar
12.5
27.8
410
0 ×
75 (
Nom
) TI
6V H
ollo
w B
ar14
.531
.51
100
× 71
(No
m)
TI6V
Hol
low
Bar
18.5
38.2
810
0 ×
63 (
Nom
) TI
6V H
ollo
w B
ar22
.043
.52
100
× 56
(No
m)
TI6V
Hol
low
Bar
101.
61.
63.
946
101.
6 O/
D ×
1.6
Wel
ded
P.E.
5.02
0.31
963
.00
12.3
73.
5315
027
52.
04.
913
101.
6 O/
D ×
2.0
Wel
ded
P.E.
6.26
0.31
977
.63
15.2
83.
5215
027
5✦
2.6
6.34
810
1.6
O/D
× 2.
6 W
elde
d P.
E.8.
090.
319
99.1
419
.52
3.50
150
275
✦3.
68.
7010
1.6
O/D
× 3.
6 Bo
iler
BS30
5911
.08
0.31
913
3.00
26.2
33.
4719
532
0✦
6.3
14.8
010
1.6
O/D
× 6.
3 H
FS B
S360
118
.86
0.31
921
5.00
42.3
33.
3823
541
08.
018
.50
101.
6 O/
D ×
8.0
Boile
r BS
3059
23.5
20.
319
260.
0051
.08
3.32
195
320
✦9.
521
.58
101.
6 O/
D ×
9.5
HFS
BS3
601
27.4
90.
319
295.
0057
.98
3.27
235
410
✦12
.527
.48
101.
6 O/
D ×
12.5
HFS
BS3
601
34.9
90.
319
350.
0069
.69
3.18
235
410
106.
010
.526
.18
106
× 85
(No
m)
TI6V
Hol
low
Bar
13.0
30.7
810
6 ×
80 (
Nom
) TI
6V H
ollo
w B
ar17
.539
.34
106
× 71
(No
m)
TI6V
Hol
low
Bar
21.5
46.1
010
6 ×
63 (
Nom
) TI
6V H
ollo
w B
ar25
.051
.34
106
× 56
(No
m)
TI6V
Hol
low
Bar
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 65
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ulti
mat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
112.
011
.029
.06
112
× 90
(No
m)
TI6V
Hol
low
Bar
13.5
33.8
811
2 ×
85 (
Nom
) TI
6V H
ollo
w Ba
r16
.039
.04
112
× 80
(No
m)
TI6V
Hol
low
Bar
20.5
47.6
311
2 ×
71 (
Nom
) TI
6V H
ollo
w Ba
r24
.554
.37
112
× 63
(No
m)
TI6V
Hol
low
Bar
114.
33.
058.
3710
0 NB
I.L
.G F
irePl
us P
.E.
3.
058.
6510
0 NB
H.D
.G F
irePl
us G
.B.E
.
✦3.
188.
7010
0 NB
× 3
.18
API
Line
Pip
e11
.10
0.35
9 1
7130
.01
3.93
241
414
3.20
8.77
100
NB D
uraG
al E
x-Li
ght
P.E.
3.
609.
8310
0 NB
Dur
aGal
Lig
ht P
.E.
4.50
12.1
010
0 NB
Med
P.E
./S&
S BS
1387
15.4
00.
359
233
40.8
03.
8919
532
04.
5012
.20
100
NB D
uraG
al M
ed P
.E.
4.50
12.2
010
0 NB
I.L
.G M
ed F
irePl
us P
.E.
✦4.
7812
.89
100
NB ×
4.7
8 AS
TM A
106
Grad
e B
16.4
40.
359
247
43.2
33.
8824
041
54.
813
.00
100
NB U
ltraP
ipe
C350
LO A
S116
3 5.
4014
.50
100
NB H
eavy
P.E
./S&
S BS
1387
18.4
00.
359
274
47.9
03.
8619
532
0✦
5.40
14.5
010
0 NB
× 5
.4 A
mm
onia
BS3
602
18.4
00.
359
274
47.9
03.
8624
541
06.
0016
.00
100
NB U
ltraP
ipe
C350
LO A
S116
36.
0216
.07
100
NB A
PI L
ine
pipe
Sch
40
20.4
80.
359
301
52.6
83.
8324
141
46.
0216
.07
100
NB A
STM
A10
6 Gr
B S
ch 4
020
.48
0.35
9 3
0152
.68
3.83
240
415
✦6.
3016
.80
114.
3 O/
D ×
6.3
HFS
BS36
0121
.38
0.35
9 3
1354
.72
3.82
235
410
8.56
22.3
110
0 NB
AST
M A
106
Gr B
Sch
80
28.4
30.
359
400
70.0
03.
7524
041
5✦
9.50
24.6
011
4.3
O/D
× 9.
5 HF
S BS
3601
31.2
70.
359
433
75.7
53.
7223
541
0✦
12.5
031
.45
114.
3 O/
D ×
12.5
HFS
BS3
601
39.9
80.
359
526
91.9
83.
6323
541
013
.49
33.5
410
0 NB
AST
M A
106
Gr B
Sch
160
17.1
241
.01
100
NB A
STM
A10
6 Gr
B S
ch X
XS
✦11
4.4
6.40
17.0
510
1.6
I/D
× 6.
4 In
t. C
ylin
der F
inis
h–
–
118.
011
.532
.08
118
× 95
(No
m)
TI6V
Hol
low
Bar
14.0
37.1
211
8 ×
90 (
Nom
) TI
6V H
ollo
w Ba
r19
.047
.79
118
× 80
(No
m)
TI6V
Hol
low
Bar
23.5
56.3
611
8 ×
71 (
Nom
) TI
6V H
ollo
w Ba
r27
.563
.09
118
× 63
(No
m)
TI6V
Hol
low
Bar
125.
012
.536
.68
125
× 10
0 (N
om)
TI6V
Hol
low
Bar
15.0
42.0
512
5 ×
95 (
Nom
) TI
6V H
ollo
w Ba
r17
.547
.82
125
× 90
(No
m)
TI6V
Hol
low
Bar
22.5
58.5
712
5 ×
80 (
Nom
) TI
6V H
ollo
w Ba
r27
.067
.12
125
× 71
(No
m)
TI6V
Hol
low
Bar
✦12
7.0
6.30
18.8
127.
0 O/
D ×
6.3
HFS
BS36
0123
.89
0.39
9 4
3668
.70
4.27
235
410
✦9.
5027
.512
7.0
O/D
x 9.
5 HF
S BS
3601
35.0
70.
399
609
95.9
34.
1723
541
0✦
12.5
035
.312
7.0
O/D
x 12
.5 H
FS B
S360
144
.96
0.39
9 7
4611
7.00
4.07
235
410
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 53
Plea
se re
fer t
o Du
raGa
l CHS
tab
les
on p
age
71
Plea
se re
fer t
o Du
raGa
l CHS
tab
les
on p
age
71
Plea
se re
fer t
o Ul
traP
ipe
tabl
es o
n pa
ge 7
4
Plea
se re
fer t
o Ul
traP
ipe
tabl
es o
n pa
ge 7
4
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 53
T&P
TUBEANDPIPE
Dimensions and Properties Handbook66 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ulti
mat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
132.
013
.039
.65
132
× 10
6 (N
om)
TI6V
Hol
low
Bar
17.0
49.7
213
2 ×
98 (
Nom
) TI
6V H
ollo
w B
ar21
.059
.23
132
× 90
(No
m)
TI6V
Hol
low
Bar
26.0
69.9
513
2 ×
80 (
Nom
) TI
6V H
ollo
w B
ar30
.578
.48
132
× 71
(No
m)
TI6V
Hol
low
Bar
139.
74.
8816
.212
5 NB
Med
P.E
./S&
S AS
1074
20.7
00.
439
470
67.3
04.
77–
325
5.40
17.0
125
NB H
eavy
P.E
./S&
S AS
1074
22.7
00.
439
513
73.5
04.
75–
325
✦5.
4017
.012
5 NB
× 5
.4 A
mm
onia
BS3
602
22.7
00.
439
513
73.5
04.
7524
541
0✦
6.30
19.7
139.
7 O/
D ×
6.3
HFS
BS36
0126
.40
0.43
9 5
8884
.27
4.72
235
410
✦12
.50
39.2
139.
7 O/
D ×
12.5
HFS
BS3
601
49.9
50.
439
1020
146
4.52
235
410
✦19
.00
56.5
613
9.7
O/D
× 19
.0 H
FS B
S360
172
.05
0.43
913
4519
24.
3223
541
0
140.
014
.045
.20
140
× 11
2 (N
om)
TI6V
Hol
low
Bar
17.0
53.2
714
0 ×
106
(Nom
) TI
6V H
ollo
w B
ar20
.061
.01
140
× 10
0 (N
om)
TI6V
Hol
low
Bar
25.0
73.0
114
0 ×
90 (
Nom
) TI
6V H
ollo
w B
ar30
.083
.71
140
× 80
(No
m)
TI6V
Hol
low
Bar
141.
33.
1810
.80
125
NB ×
3.1
8 AP
I Li
ne p
ipe
13.8
00.
444
329
46.6
04.
8824
141
4✦
6.55
21.7
812
5 NB
API
Lin
e pi
pe S
ch 4
027
.73
0.44
4 6
3089
.29
4.77
241
414
6.55
21.7
812
5 NB
AST
M A
106
Grad
e B
Sch
4027
.73
0.44
4 6
3089
.29
4.77
240
415
9.53
30.9
412
5 NB
AST
M A
106
Grad
e B
Sch
80
✦14
2.8
7.9
26.2
814
2.8
O/D
× 7.
9 In
t. C
ylin
der F
inis
h–
–
150.
012
.549
.73
150
× 12
5 (N
om)
TI6V
Hol
low
Bar
14.0
54.3
615
0 ×
122
(Nom
) TI
6V H
ollo
w B
ar16
.054
.82
150
× 11
8 (N
om)
TI6V
Hol
low
Bar
22.0
71.5
715
0 ×
106
(Nom
) TI
6V H
ollo
w B
ar27
.585
.54
150
× 95
(No
m)
TI6V
Hol
low
Bar
33.0
100.
7715
0 ×
84 (
Nom
) TI
6V H
ollo
w B
ar35
.010
2.05
150
× 80
(No
m)
TI6V
Hol
low
Bar
✦15
2.4
6.3
22.7
015
2.4
O/D
× 6.
3 HF
S BS
3601
28.9
10.
479
773
101
5.17
235
410
✦9.
533
.50
152.
4 O/
D ×
9.5
HFS
BS36
0142
.65
0.47
910
9314
35.
0623
541
0✦
12.5
43.1
015
2.4
O/D
× 12
.5 H
FS B
S360
154
.93
0.47
913
5517
84.
9623
541
0✦
19.0
62.5
015
2.4
O/D
× 19
.0 H
FS B
S360
180
.00
0.47
918
0723
74.
7623
541
0✦
25.0
78.5
015
2.4
O/D
× 25
.0 H
FS B
S360
110
0.00
0.47
921
0827
64.
5923
541
0
160.
014
.056
.46
160
× 13
2 (N
om)
TI6V
Hol
low
Bar
19.0
68.2
916
0 ×
122
(Nom
) TI
6V H
ollo
w B
ar24
.082
.96
160
× 11
2 (N
om)
TI6V
Hol
low
Bar
30.0
99.0
216
0 ×
100
(Nom
) TI
6V H
ollo
w B
ar32
.510
9.46
160
× 95
(No
m)
TI6V
Hol
low
Bar
35.0
110.
9716
0 ×
90 (
Nom
) TI
6V H
ollo
w B
ar
Plea
se re
fer t
o Ho
llow
Bar
tab
les
on p
age
53
Plea
se re
fer t
o Ho
llow
Bar
tab
les
on p
age
53
Plea
se re
fer t
o Ho
llow
Bar
tab
les
on p
age
53
Plea
se re
fer t
o Ho
llow
Bar
tab
les
on p
age
53
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 67
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Out
side
Thic
knes
sM
ass
Are
aSu
rfac
eM
omen
tEl
asti
cRa
dius
Yiel
dU
ltim
ate
Dia
met
erpe
rU
sual
Sal
es D
escr
ipti
onof
ofof
Tens
ile
Met
reSe
ctio
nA
rea
Iner
tia
Mod
ulus
Gyra
tion
Stre
ssSt
reng
thI
Zr
min
min
mm
mm
kg/m
cm2
m2 /
mcm
4cm
3cm
MPa
MPa
✦16
5.1
2.5
10.0
015
0 NB V
icta
ulit
e pi
pe12
.80
0.51
942
251
.10
5.75
350
430
3.4
14.0
015
0 NB P
rim
ed F
ireP
lus
P.E.
3.4
14.0
015
0 NB H
.D.G
. Fi
rePl
us G
.B.E
.4.
8819
.20
150
NB M
ed P
.E./
S&S
AS1
074
24.5
00.
519
788
95.5
05.
67–
325
5.40
21.3
015
0 NB H
eavy
P.E
./S&
S AS1
074
27.0
00.
519
863
104
5.65
–32
5✦
5.40
21.3
015
0 NB ×
5.4
Am
mon
ia B
S360
227
.00
0.51
9 8
6310
45.
6524
541
0✦
12.5
047
.00
165.
1 O/D
× 1
2.5
HFS
BS3
601
59.9
30.
519
1756
213
5.41
235
410
✦16
5.2
6.4
25.0
615
2 I/
D ×
6.4
Int
. Cy
linde
r Fi
nish
––
168.
27.
931
.23
152
I/D ×
7.9
Int
. Cy
linde
r Fi
nish
––
168.
33.
1812
.94
150
NB ×
3.1
8 API
Lin
e pi
pe16
.49
0.52
9 5
6266
.85.
8324
141
4✦
4.78
19.2
315
0 NB ×
4.7
8 API
Lin
e pi
pe24
.55
0.52
9 8
2197
.65.
7824
141
4✦
4.78
19.2
315
0 NB ×
4.7
8 AST
M A
106
Grad
e B
24.5
50.
529
821
97.6
5.78
240
415
4.8
25.4
150
NB U
ltra
Pipe
C35
0LO A
S116
3✦
5.00
20.1
315
0 NB ×
5.0
AST
M A
106
Grad
e B
25.6
50.
529
856
102
5.77
240
415
✦6.
3525
.615
0 NB ×
6.3
5 AST
M A
106
Grad
e B
32.6
00.
529
1070
127
5.73
240
415
6.4
33.6
150
NB U
ltra
Pipe
C35
0LO A
S116
3
7.
128
.215
0 NB U
ltra
Pipe
C35
0LO A
S116
37.
1128
.23
150
NB A
PI L
ine
pipe
Sch
40
36.0
00.
529
1170
139
5.70
241
414
7.11
28.2
315
0 NB A
STM
A10
6 Gr
B S
ch 4
036
.00
0.52
911
7013
95.
7024
041
510
.97
42.5
615
0 NB A
STM
A10
6 Gr
B S
ch 8
054
.20
0.52
916
90 2
015.
5924
041
514
.27
54.2
015
0 NB A
STM
A10
6 Gr
B S
ch 1
20
18
.26
67.5
515
0 NB A
STM
A10
6 Gr
B S
ch 1
60
21
.95
79.1
815
0 NB A
STM
A10
6 Gr
B S
ch X
XS
170.
015
.061
.92
170
× 14
0 (N
om)
TI6V
Hol
low
Bar
20.0
76.4
917
0 ×
130
(Nom
) TI
6V H
ollo
w B
ar26
.095
.14
170
× 11
8 (N
om)
TI6V
Hol
low
Bar
30.0
106.
6717
0 ×
110
(Nom
) TI
6V H
ollo
w B
ar35
.011
9.90
170
× 10
0 (N
om)
TI6V
Hol
low
Bar
180.
015
.069
.77
180
× 15
0 (N
om)
TI6V
Hol
low
Bar
17.0
77.9
918
0 ×
146
(Nom
) TI
6V H
ollo
w B
ar20
.081
.72
180
× 14
0 (N
om)
TI6V
Hol
low
Bar
27.5
106.
5718
0 ×
125
(Nom
) TI
6V H
ollo
w B
ar34
.012
6.03
180
× 11
2 (N
om)
TI6V
Hol
low
Bar
40.0
142.
0218
0 ×
100
(Nom
) TI
6V H
ollo
w B
ar
190.
015
.076
.56
190
× 16
0 (N
om)
TI6V
Hol
low
Bar
17.5
85.2
419
0 ×
155
(Nom
) TI
6V H
ollo
w B
ar20
.086
.98
190
× 15
0 (N
om)
TI6V
Hol
low
Bar
29.0
118.
6519
0 ×
132
(Nom
) TI
6V H
ollo
w B
ar36
.014
0.74
190
× 11
8 (N
om)
TI6V
Hol
low
Bar
Plea
se r
efer
to
Hol
low
Bar
tab
les
on p
age
53
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
T&P
TUBEANDPIPE
Dimensions and Properties Handbook68 December 2000
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ulti
mat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
✦19
3.7
7.1
32.7
193.
7 O/
D ×
7.1
HFS
BS3
601
41.6
00.
608
1814
187
6.60
235
410
✦12
.555
.919
3.7
O/D
× 12
.5 H
FS B
S360
171
.16
0.60
829
3430
36.
4223
541
0
200.
020
.092
.25
200
× 16
0 (N
om)
TI6V
Hol
low
Bar
30.0
129.
6220
0 ×
140
(Nom
) TI
6V H
ollo
w B
ar
✦21
9.1
3.0
16.0
020
0 NB
Vic
taul
ite
pipe
20.4
00.
688
1190
109
7.64
350
430
4.0
21.1
200
NB U
ltra
Pipe
C35
0LO
AS11
634.
7825
.21
200
NB ×
4.7
8 AP
I Li
ne p
ipe
32.3
00.
688
1860
169
7.58
241
414
4.8
25.4
200
NB U
ltra
Pipe
C35
0LO
AS11
636.
3533
.31
200
NB A
PI L
ine
pipe
Sch
20
42.4
40.
688
2403
219
7.53
241
414
6.35
33.3
120
0 NB
AST
M A
106
Grad
e B
Sch
2042
.44
0.68
824
0321
97.
5324
041
56.
433
.620
0 NB
Ult
raPi
pe C
350L
O AS
1163
8.18
42.5
320
0 NB
API
Lin
e pi
pe S
ch 4
054
.20
0.68
830
1827
57.
4724
141
48.
1842
.53
200
NB A
STM
A10
6 Gr
ade
B Sc
h 40
54.2
00.
688
3018
275
7.47
240
415
8.2
42.6
200
NB U
ltra
Pipe
C35
0LO
AS11
63✦
12.7
064
.30
200
NB A
PI L
ine
pipe
Sch
80
82.6
00.
688
4412
401
7.32
241
414
12.7
064
.30
200
NB A
STM
A10
6 Gr
ade
B Sc
h 80
82.6
00.
688
4412
401
7.32
240
415
18.2
690
.42
200
NB A
STM
A10
6 Gr
ade
B Sc
h 12
0
273.
04.
7831
.56
250
NB ×
4.7
8 AP
I Li
ne p
ipe
40.2
80.
858
3623
265
9.48
241
414
6.35
41.7
725
0 NB
API
Lin
e pi
pe S
ch 2
053
.20
0.85
847
4534
79.
4224
141
46.
3541
.77
250
NB A
STM
A10
6 Gr
ade
B Sc
h 20
53.2
00.
858
4745
347
9.42
240
415
9.27
60.2
925
0 NB
API
Lin
e pi
pe S
ch 4
076
.70
0.85
866
2648
59.
3224
141
49.
2760
.29
250
NB A
STM
A10
6 Gr
ade
B Sc
h 40
76.7
00.
858
6626
485
9.32
240
415
12.7
081
.54
250
NB A
STM
A10
6 Gr
ade
B XS
104.
00.
858
8824
646
9.22
240
415
15.0
995
.97
250
NB A
STM
A10
6 Gr
ade
B Sc
h 80
122.
00.
858
1020
074
79.
1324
041
5
273.
14.
831
.825
0 NB
Ult
raPi
pe C
350L
O AS
1163
6.4
42.1
250
NB U
ltra
Pipe
C35
0LO
AS11
63
9.
360
.525
0 NB
Ult
raPi
pe C
350L
O AS
1163
12
.781
.625
0 NB
Ult
raPi
pe C
350L
O AS
1163
✦32
3.8
4.78
37.5
330
0 NB
× 4
.78
API
Line
pip
e47
.91.
0260
9637
711
.324
141
46.
3549
.40
300
NB A
PI L
ine
pipe
Sch
20
63.4
1.02
7989
494
11.3
241
414
6.35
49.4
030
0 NB
AST
M A
106
Grad
e B
Sch
2063
.41.
0279
8949
411
.324
041
57.
9261
.69
300
NB ×
7.9
2 AS
TM A
106
Grad
e B
78.6
1.02
9809
606
11.2
240
415
9.52
73.7
030
0 NB
API
Lin
e pi
pe S
TD93
.81.
0211
600
717
11.1
241
414
9.52
73.7
030
0 NB
AST
M A
106
Grad
e B
STD
93.8
1.02
1160
071
711
.124
041
510
.31
79.6
530
0 NB
AST
M A
106
Grad
e B
Sch
4010
21.
0212
490
771
11.0
240
415
12.7
300
NB A
STM
A10
6 Gr
ade
B XS
17
.48
131.
9030
0 NB
AST
M A
106
Grad
e B
Sch
8016
81.
0219
790
1220
10.8
240
415
323.
96.
450
.130
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.5
73.7
300
NB U
ltra
Pipe
C35
0LO
AS11
63
12.7
97.5
300
NB U
ltra
Pipe
C35
0LO
AS11
63
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to U
ltra
Pipe
tab
les
on p
age
74
Plea
se re
fer
to H
ollo
w B
ar t
able
s on
pag
e 53
T&P
TUBEANDPIPE
Dimensions and Properties HandbookDecember 2000 69
✦Th
ese
item
s ar
e no
t co
mm
only
sto
cked
, th
ey a
re a
vaila
ble
on r
eque
st.
Min
imum
ord
er q
uant
itie
s m
ay a
pply
. Pl
ease
con
tact
you
r lo
cal
Stee
l &
Tub
e br
anch
.
Outs
ide
Thic
knes
sM
ass
Area
Surf
ace
Mom
ent
Elas
tic
Radi
usYi
eld
Ult
imat
eDi
amet
erpe
rUs
ual S
ales
Des
crip
tion
ofof
ofTe
nsile
Met
reSe
ctio
nAr
eaIn
erti
aM
odul
usGy
rati
onSt
ress
Stre
ngth
IZ
rm
inm
inm
mm
mkg
/mcm
2m
2 /m
cm4
cm3
cmM
PaM
Pa
355.
66.
463
.135
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.
593
.035
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.53
81.1
350
NB A
STM
A10
6 Gr
ade
B Sc
h 30
103
1.12
1550
087
112
.224
041
5
9.53
81.8
135
0 NB
API
Lin
e pi
pe S
ch S
TD
12.7
107
350
NB U
ltra
Pipe
C35
0LO
AS11
63
12.7
107.
3835
0 NB
AST
M A
106
Grad
e B
Sch
XS
406.
46.
3593
.21
400
NB A
PI L
ine
pipe
Sch
10
6.
463
.140
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.
593
.040
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.
5393
.040
0 NB
AST
M A
106
Grad
e B
Sch
3011
81.
2823
300
1150
14.0
240
415
9.
5362
.62
400
NB A
PI L
ine
pipe
Sch
STD
12
.712
340
0 NB
Ult
raPi
pe C
350L
O AS
1163
457.
06.
471
.145
0 NB
Ult
raPi
pe C
350L
O AS
1163
9.
510
545
0 NB
Ult
raPi
pe C
350L
O AS
1163
12
.713
945
0 NB
Ult
raPi
pe C
350L
O AS
1163
508.
06.
3579
.17
500
NB A
PI L
ine
pipe
Sch
10
9.35
117.
0650
0 NB
API
Lin
e pi
pe S
ch S
TD
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
Plea
se r
efer
to
Ult
raPi
pe t
able
s on
pag
e 74
CHS
CIRCULARHOLLOWSECTIONS
Dimensions and Properties Handbook70 December 2000
Circ
ular
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C2
50L0
(AS
116
3)
y y
xx
� o
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
per
Surfa
ce A
rea
do
Sect
ion
Abou
t any
axi
sCo
nsta
ntM
odul
usFa
ctor
Abou
t any
axi
sm
etre
tAr
ea d
ot
per
mpe
r t
A gI
ZS
rJ
Ck f
� sCo
mpa
ctne
ss(3
)Z e
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
165.
1 ×
5.4
CHS
21.3
0.51
924
.430
.627
108.
6510
513
856
.517
.320
91.
0030
.6C
138
5.0
CHS
19.7
0.51
926
.333
.025
108.
0797
.712
856
.616
.119
51.
0033
.0C
128
139.
7 ×
5.4
CHS
17.9
0.43
924
.525
.922
805.
1473
.797
.447
.510
.314
71.
0025
.9C
97.4
5.0
CHS
16.6
0.43
926
.427
.921
204.
8168
.890
.847
.79.
6113
81.
0027
.9C
90.8
114.
3 ×
5.4
CHS
14.5
0.35
924
.821
.218
502.
7548
.064
.138
.55.
4996
.11.
0021
.2C
64.1
4.5
CHS
12.2
0.35
929
.525
.415
502.
3441
.054
.338
.94.
6982
.01.
0025
.4C
54.3
88.9
× 5
.0 C
HS
10.3
0.27
927
.017
.813
201.
1626
.235
.229
.72.
3352
.41.
0017
.8C
35.2
4.0
CHS
8.38
0.27
933
.322
.210
700.
963
21.7
28.9
30.0
1.93
43.3
1.00
22.2
C28
.9
76.1
× 4
.5 C
HS
7.95
0.23
930
.116
.910
100.
651
17.1
23.1
25.4
1.30
34.2
1.00
16.9
C23
.1
3.6
CHS
6.44
0.23
937
.121
.182
00.
540
14.2
18.9
25.7
1.08
28.4
1.00
21.1
C18
.9
60.3
× 4
.5 C
HS
6.19
0.18
930
.613
.478
90.
309
10.2
14.0
19.8
0.61
820
.51.
0013
.4C
14.0
3.6
CHS
5.03
0.18
937
.616
.864
10.
259
8.58
11.6
20.1
0.51
717
.21.
0016
.8C
11.6
48.3
× 4
.0 C
HS
4.37
0.15
234
.712
.155
70.
138
5.70
7.87
15.7
0.27
511
.41.
0012
.1C
7.87
3.2
CHS
3.56
0.15
242
.615
.145
30.
116
4.80
6.52
16.0
0.23
29.
591.
0015
.1C
6.52
42.4
× 4
.0 C
HS
3.79
0.13
335
.210
.648
30.
0899
4.24
5.92
13.6
0.18
08.
481.
0010
.6C
5.92
3.2
CHS
3.09
0.13
343
.113
.339
40.
0762
3.59
4.93
13.9
0.15
27.
191.
0013
.3C
4.93
33.7
× 4
.0 C
HS
2.93
0.10
636
.18.
4337
30.
0419
2.49
3.55
10.6
0.08
384.
971.
008.
43C
3.55
3.2
CHS
2.41
0.10
644
.010
.530
70.
0360
2.14
2.99
10.8
0.07
214.
281.
0010
.5C
2.99
26.9
× 3
.2 C
HS
1.87
0.08
4545
.28.
4123
80.
0170
1.27
1.81
8.46
0.03
412.
531.
008.
41C
1.81
2.6
CHS
1.56
0.08
4554
.210
.319
80.
0148
1.10
1.54
8.64
0.02
962.
201.
0010
.3C
1.54
Note
s:1.
This
tab
le is
cal
cula
ted
in a
ccor
danc
e w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 2
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 3
20 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C2
50L0
.2.
Grad
e C2
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C =
Com
pact
Sec
tion
; =
Non-
com
pact
Sec
tion
; S
= Sl
ende
r Se
ctio
n; a
s de
fine
d in
AS
4100
.
DURAGAL®CHS
DuraGal®Profiles
Dimensions and Properties HandbookDecember 2000 71
Dura
Gal C
ircu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
00L0
(Ge
nera
lly i
n ac
cord
ance
with
AS 1
163)
y y
xx
� o
�
Dim
ensi
on a
nd R
atio
sEf
fect
ive
Sect
ion
Prop
erti
esEf
fect
ive
Sect
ion
Prop
erti
esDe
sign
atio
nEx
tern
alFu
llTo
rsio
nTo
rsio
nEf
fect
ive
Mas
sSu
rfac
e Ar
ead o
Sect
ion
Abou
t an
y ax
isCo
nsta
ntM
odul
usSe
ctio
nAb
out
any
axis
per
tAr
eaAr
ead o
tm
etre
per
mpe
r t
A fI x
Z xS x
r xJ
CA e
I xe
Z xe
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3m
m2
106 m
m4
103 m
m3
114.
3 ×
4.5(1
)12
.2 0.
359
3
1.1
2
6.9
1
470
2
.23
3
9.0
5
1.5
3
8.9
4.
46 7
8.0
14
70 2
.23
4
8.7
88.9
× 4
.0(1
)8.
38 0.
279
3
4.2
2
2.8
1
040
0
.943
2
1.2
2
8.2
3
0.1
1.
89 4
2.4
10
40 0
.943
2
6.5
76.1
× 3
.6(1
) 6
.44
0.
239
3
8.2
2
1.7
7
98 0
.527
1
3.9
1
8.5
2
5.7
1.
05 2
7.7
79
8 0
.527
1
7.3
60.3
× 3
.6(1
) 5
.03
0.
189
3
9.2
1
7.5
6
16 0
.250
8
.29
1
1.2
2
0.1
0.
500
1
6.6
61
6 0
.250
1
0.4
48.3
× 3
.2(1
) 3
.56
0.
152
4
4.6
1
5.8
4
34 0
.111
4
.62
6
.25
1
6.0
0.
223
9
.23
43
4 0
.111
5
.77
42.4
× 3
.2(1
) 3
.09
0.
133
4
5.0
1
3.9
3
77 0
.073
4 3
.46
4
.73
1
4.0
0.
147
6
.93
37
7 0
.073
4 4
.33
33.7
× 3
.2(1
) 2
.41
0.
106
4
5.9
1
1.0
2
94 0
.034
8 2
.07
2
.87
1
0.9
0.
0697
4
.13
29
4 0
.034
8 2
.58
26.9
× 2
.6(1
) 1
.56
0.
0845
5
6.2
1
0.8
1
92 0
.014
4 1
.07
1
.49
8
.67
0.
0288
2
.14
19
2 0
.014
4
1.3
4
Note
s:1.
In t
his
tabl
e, t
he p
rope
rtie
s of
the
pro
duct
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600
usin
g de
sign
yie
ld s
tres
s f y
= 3
00 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 3
50 M
Pa.
2.Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0.3.
All c
olum
ns o
f th
e ta
ble
(exc
ept
for
“Nom
inal
Mas
s pe
r m
” an
d “E
xter
nal S
urfa
ce a
rea
per
t”)
are
calc
ulat
ed u
sing
des
ign
thic
knes
ses
of 2
.5m
m, 3.
05m
m, 3.
45m
m o
r 3.
5mm
,3.
9mm
and
4.2
5mm
rat
her
than
the
thi
ckne
sses
t o
f 2.
6mm
, 3.
2mm
, 3.
6mm
, 4.
0mm
and
4.5
mm
. Th
is is
to
com
ply
wit
h cl
ause
1.5
.1.6
of
AS/N
ZS 4
600.
4.Du
raGa
l CH
S is
not
mad
e st
rict
ly in
acc
orda
nce
wit
h AS
116
3. C
are
shou
ld b
e us
ed w
hen
desi
gnin
g st
ruct
ures
usi
ng t
hese
pro
duct
s.
DuraGal®Profiles
DURAGAL®CHS
Dimensions and Properties Handbook72 December 2000
Dura
Gal C
ircu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(Ge
nera
lly i
n ac
cord
ance
with
AS 1
163)
y y
xx
� o
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es f
orDe
sign
to
AS 4
100
Desi
gnat
ion
Exte
rnal
Gros
sTo
rsio
nTo
rsio
nFo
rmM
ass
Surf
ace
Area
d oSe
ctio
nAb
out
any
axis
Cons
tant
Mod
ulus
Fact
orAb
out
any
axis
per
tAr
ead o
tm
etre
per
mpe
r t
A gI
ZS
rJ
Ck f
Com
pact
ness
(3)
Z em
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(C,N
,S)
103 m
m3
114.
3 ×
3.6
CHS
9.83
0.35
936
.531
.812
501.
9233
.644
.139
.23.
8467
.21.
00C
44.1
3.2
CHS
8.77
0.35
941
.035
.711
201.
7230
.239
.539
.33.
4560
.41.
00N
39.5
88.9
× 3
.2 C
HS
6.76
0.27
941
.327
.886
20.
792
17.8
23.5
30.3
1.58
35.6
1.00
C23
.5
2.6
CHS
5.53
0.27
950
.534
.270
50.
657
14.8
19.4
30.5
1.31
29.6
1.00
C19
.4
76.1
× 3
.2 C
HS
5.75
0.23
941
.623
.873
30.
488
12.8
17.0
25.8
0.97
625
.61.
00C
17.0
2.3
CHS
4.19
0.23
957
.133
.153
30.
363
9.55
12.5
26.1
0.72
719
.11.
00C
12.5
60.3
× 2
.9 C
HS
4.11
0.18
946
.120
.852
30.
216
7.16
9.56
20.3
0.43
214
.31.
00C
9.56
2.3
CHS
3.29
0.18
957
.626
.241
90.
177
5.85
7.74
20.5
0.35
311
.71.
00C
7.74
48.3
× 2
.9 C
HS
3.25
0.15
246
.716
.741
40.
107
4.43
5.99
16.1
0.21
48.
861.
00C
5.99
2.3
CHS
2.61
0.15
258
.221
.033
20.
0881
3.65
4.87
16.3
0.17
67.
301.
00C
4.87
42.4
× 2
.6 C
HS
2.55
0.13
352
.216
.332
50.
0646
3.05
4.12
14.1
0.12
96.
101.
00C
4.12
2.0
CHS
1.99
0.13
366
.821
.225
40.
0519
2.45
3.27
14.3
0.10
44.
901.
00C
3.27
33.7
× 2
.6 C
HS
1.99
0.10
653
.113
.025
40.
0309
1.84
2.52
11.0
0.06
193.
671.
00C
2.52
2.0
CHS
1.56
0.10
667
.716
.919
90.
0251
1.49
2.01
11.2
0.05
022.
981.
00C
2.01
26.9
× 2
.3 C
HS
1.40
0.08
4560
.611
.717
80.
0136
1.01
1.40
8.74
0.02
712.
021.
00C
1.40
2.0
CHS
1.23
0.08
4568
.813
.515
60.
0122
0.90
71.
248.
830.
0244
1.81
1.00
C1.
24
21.3
× 2
.0 C
HS
0.95
20.
0669
70.3
10.7
121
0.00
571
0.53
60.
748
6.86
0.01
141.
071.
00C
0.74
8
Note
s:1.
This
tab
le is
cal
cula
ted
in a
ccor
danc
e w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 3
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 4
30 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C3
50L0
.2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defi
ned
in A
S 41
00.
4.Th
ese
prod
ucts
hav
e a
min
imum
spe
cifi
ed e
long
atio
n as
a p
ropo
rtio
n of
Gau
ge L
engt
h of
15%
com
pare
d to
the
AS
1163
Gra
de C
350
CHS
requ
irem
ent
of a
min
imum
elo
ngat
ion
of 2
0%.
CIRCULARHOLLOWSECTIONS
GaltubePlus
Dimensions and Properties HandbookDecember 2000 73
Galt
ube
Plus
Cir
cula
r H
ollo
w S
ecti
ons
Dim
ensi
ons
and
Prop
erti
esGr
ade
C350
L0 (
Tube
line
350L
0 –
Type
1)
y y
xx
� o
�
Note
s:
1.In
thi
s ta
ble,
the
pro
pert
ies
of t
hese
pro
duct
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600
usin
g de
sign
yie
ld s
tres
s f y
= 3
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 3
80.
2.Ef
fect
ive
sect
ion
prop
erti
es a
re c
alcu
late
d in
acc
orda
nce
wit
h AS
/NZS
460
0.3.
All c
olum
ns o
f th
e ta
ble
(exc
ept
for
“Nom
inal
Mas
s pe
r m
” an
d “E
xter
nal S
urfa
ce A
rea
per
t”)
are
calc
ulat
ed u
sing
des
ign
thic
knes
ses
of 1
.1m
m,
1.9m
m,
2.2m
m a
nd 2
.5m
m r
athe
r th
an t
he
resp
ecti
ve t
hick
ness
es t
of
1.2m
m,
2.0m
m,
2.3m
m a
nd 2
.6m
m.
This
is t
o co
mpl
y w
ith
clau
se 1
.5.1
.6 o
f AS
/NZS
460
0.
Dim
ensi
on a
nd R
atio
sFu
ll Se
ctio
n Pr
oper
ties
Effe
ctiv
e Se
ctio
nPr
oper
ties
Desi
gnat
ion
Exte
rnal
Full
Tors
ion
Tors
ion
Effe
ctiv
eM
ass
Surfa
ce A
rea
d oSe
ctio
nAb
out a
ny a
xis
Cons
tant
Mod
ulus
Sect
ion
Abou
t any
axi
spe
rt
Area
Area
d ot
met
repe
r m
per
tA f
IZ
Sr
JC
A eI e
Z em
mm
mkg
/mm
2 /m
m2 /
tm
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
mm
106 m
m4
103 m
m3
76.1
× 2
.6 C
HS(1
)4.
710.
239
50.7
30.4
578
0.39
210
.313
.526
.00.
784
20.6
578
0.39
212
.9
60.3
× 2
.3 C
HS(1
)3.
290.
189
57.6
27.4
402
0.17
05.
637.
4320
.60.
339
11.3
402
0.17
07.
03
48.3
× 2
.3 C
HS(1
)2.
610.
152
58.2
22.0
319
0.08
483.
514.
6816
.30.
170
7.03
319
0.08
484.
39
42.4
× 2
.0 C
HS(1
)1.
990.
133
66.8
22.3
242
0.04
972.
343.
1214
.30.
0993
4.69
242
0.04
972.
93
33.7
× 2
.0 C
HS(1
)1.
560.
106
67.7
17.7
190
0.02
411.
431.
9211
.30.
0482
2.86
190
0.02
411.
79
26.9
× 2
.0 C
HS(1
)1.
230.
0845
68.8
14.2
149
0.01
170.
872
1.19
8.86
0.02
351.
7414
90.
0117
1.09
UP
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and Properties Handbook74 December 2000
y y
xx
� o
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es F
orDe
sign
To
AS 4
100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
per
Surf
ace
Area
d oSe
ctio
nAb
out
any
axis
Cons
tant
Mod
ulus
Fact
orAb
out
any
axis
met
ret
Area
d ot
per
mpe
r t
A gI
ZS
rJ
Ck f
�sCo
mpa
ctne
ss(3
)Z e
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
457.
0 ×
12.7
CH
S13
91.
4410
.336
.017
700
438
1920
2510
157
876
3830
1.00
50.4
N25
00
9.5
CHS
105
1.44
13.7
48.1
1340
033
414
6019
0015
866
929
301.
0067
.3N
1790
6.4
CHS
71.1
1.44
20.2
71.4
9060
230
1010
1300
159
460
2010
0.90
410
0N
1090
406.
4 ×
12.7
CH
S12
31.
2810
.432
.015
700
305
1500
1970
139
609
3000
1.00
44.8
C19
70
9.5
CHS
93.0
1.28
13.7
42.8
1180
023
311
5015
0014
046
723
001.
0059
.9N
1450
6.4
CHS
63.1
1.28
20.2
63.5
8040
161
792
1020
141
322
1580
0.96
088
.9N
895
355.
6 ×
12.7
CH
S10
71.
1210
.428
.013
700
201
1130
1490
121
403
2260
1.00
39.2
C14
90
9.5
CHS
81.1
1.12
13.8
37.4
1030
015
587
111
4012
231
017
401.
0052
.4N
1130
6.4
CHS
55.1
1.12
20.3
55.6
7020
107
602
781
123
214
1200
1.00
77.8
N71
0
323.
9 ×
12.7
CH
S97
.51.
0210
.425
.512
400
151
930
1230
110
301
1860
1.00
35.7
C12
30
9.5
CHS
73.7
1.02
13.8
34.1
9380
116
717
939
111
232
1430
1.00
47.7
C93
9
6.4
CHS
50.1
1.02
20.3
50.6
6380
80.5
497
645
112
161
994
1.00
70.9
N60
1
273.
1 ×
12.7
CH
S81
.60.
858
10.5
21.5
1040
088
.364
686
292
.217
712
901.
0030
.1C
862
9.3
CHS
60.5
0.85
814
.229
.477
1067
.149
264
793
.313
498
31.
0041
.1C
647
6.4
CHS
42.1
0.85
820
.442
.753
6047
.734
945
594
.395
.469
91.
0059
.7N
441
4.8
CHS
31.8
0.85
827
.056
.940
5036
.426
734
694
.972
.853
31.
0079
.7N
312
Note
s:1.
This
tab
le is
cal
cula
ted
in a
ccor
danc
e w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 3
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 4
30 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C3
50L0
.2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defi
ned
in A
S 41
00.
Ult
raPi
pe C
ircu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
UP
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and Properties HandbookDecember 2000 75
Ult
raPi
pe C
ircu
lar
Hol
low
Sec
tion
sDi
men
sion
s an
d Pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
y y
xx
� o
�
Dim
ensi
on a
nd R
atio
sPr
oper
ties
Prop
erti
es F
orDe
sign
To
AS 4
100
Desi
gnat
ion
Mas
sEx
tern
alGr
oss
Tors
ion
Tors
ion
Form
per
Surf
ace
Area
d oSe
ctio
nAb
out
any
axis
Cons
tant
Mod
ulus
Fact
orAb
out
any
axis
met
ret
Area
d ot
per
mpe
r t
A gI
ZS
rJ
Ck f
�sCo
mpa
ctne
ss(3
)Z e
mm
mm
kg/m
m2 /
mm
2 /t
mm
210
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
3(C
,N,S
)10
3 mm
3
219.
1 ×
8.2
CHS
42.6
0.68
816
.126
.754
3030
.327
636
574
.660
.555
21.
0037
.4C
365
6.4
CHS
33.6
0.68
820
.534
.242
8024
.222
129
075
.248
.444
21.
0047
.9C
290
4.8
CHS
25.4
0.68
827
.145
.632
3018
.616
922
075
.837
.133
91.
0063
.9N
210
4.0
CHS
21.2
0.68
832
.454
.827
0015
.614
318
576
.131
.328
61.
0076
.7N
169
168.
3 ×
7.1
CHS
28.2
0.52
918
.723
.736
0011
.713
918
557
.023
.427
81.
0033
.2C
185
6.4
CHS
25.6
0.52
920
.726
.332
6010
.712
716
857
.321
.425
41.
0036
.8C
168
4.8
CHS
19.4
0.52
927
.335
.124
708.
2598
.012
857
.816
.519
61.
0049
.1C
128
114.
3 ×
6.0
CHS
16.0
0.35
922
.419
.120
403.
0052
.570
.438
.36.
0010
51.
0026
.7C
70.4
4.8
CHS
13.0
0.35
927
.723
.816
502.
4843
.457
.638
.84.
9686
.81.
0033
.3C
57.6
88.9
× 5
.5 C
HS
11.3
0.27
924
.716
.214
401.
2628
.338
.329
.62.
5256
.61.
0022
.6C
38.3
4.8
CHS
9.96
0.27
928
.118
.512
701.
1225
.334
.029
.82.
2550
.61.
0025
.9C
34.0
Note
s:1.
This
tab
le is
cal
cula
ted
in a
ccor
danc
e w
ith
AS 4
100
usin
g de
sign
yie
ld s
tres
s f y
= 3
50 M
Pa a
nd d
esig
n te
nsile
str
engt
h f u
= 4
30 M
Pa a
s pe
r AS
410
0 ta
ble
2.1
for
AS 1
163
grad
e C3
50L0
.2.
Grad
e C3
50L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sifi
cati
on in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defi
ned
in A
S 41
00.
UP
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and Properties Handbook76 December 2000
Ult
raPi
pe P
ress
ure
Rati
ngs
Avai
labl
e in
siz
es f
rom
88.
9mm
O.D
. to
457
.Om
m O
.D.,
Ult
raPi
pe i
s cr
eate
d us
ing
cont
inuo
us c
ast
stee
l str
ip o
f lo
w c
arbo
n eq
uiva
lent
, w
hich
is
join
ed u
sing
the
high
-fre
quen
cy e
lect
ric
resi
stan
ce w
eldi
ng (
HFE
RW)
proc
ess.
This
pro
cess
pro
duce
s a
flaw
less
, co
ntin
uous
long
itud
inal
sea
m o
f un
para
llele
d sy
mm
etry
and
str
engt
h.U
ltra
Pipe
is
a st
raig
hter
, ro
unde
r pi
pe o
f m
ore
cons
iste
nt w
all
thic
knes
s, a
nd i
t ha
s a
tigh
ter
beve
l to
lera
nce
than
req
uire
d by
mos
t st
anda
rds.
Thes
e fe
atur
es m
ean
it c
an b
e us
ed i
n a
wid
e va
riet
y of
app
licat
ions
, in
clud
ing:
•Pr
essu
re p
ipin
g fo
r fla
mm
able
, to
xic,
hig
h pr
essu
re o
r le
thal
flu
ids
and
gase
s.
•Pi
pelin
es f
or g
as a
nd li
quid
pet
role
um.
•St
ruct
ural
and
arc
hite
ctur
al u
ses
in b
uild
ings
and
bri
dges
.
•W
ater
bor
e ca
sing
. (I
mpo
rted
gra
de B
and
gra
de X
42 li
ne p
ipe
does
not
com
ply
wit
h AS
1396
due
to
the
high
er m
echa
nica
l pro
pert
ies
spec
ifie
d in
thi
s bo
re c
asin
gst
anda
rd.)
Flui
d Ty
pe E
xam
ples
Flui
dTy
peEx
ampl
e
1Le
thal
flu
ids
Carb
onyl
chl
orid
e, c
yano
gen,
hyd
rocy
anic
aci
d, x
ylyl
bro
mid
e.
2Fl
amm
able
, to
xic
HH
T*St
eam
, pe
trol
eum
, m
etha
ne, av
iati
on f
uel,
chlo
rine
, C0
2, c
ryog
enic
flu
ids
3Ga
s an
d co
mbu
stib
le li
quid
s no
t co
vere
d ab
ove
Argo
n, n
eon,
nit
roge
n, a
ir, f
uel o
il, c
rude
oil,
mac
hine
oil
4An
y ot
her
liqui
ds n
ot c
over
ed a
bove
Wat
er a
nd o
ther
saf
e flu
ids.
HH
T* H
arm
ful t
o H
uman
Tis
sues
AS 4
041
Tabl
e 1.
4 Cl
asse
s fo
r Fl
uids
Clas
sLi
quid
Flui
dGa
s1
2A2P
3
Leth
al1
Leth
alYe
sNo
NoNo
Flam
mab
le2
Flam
mab
leYe
sYe
sNo
Yes
Toxi
c To
xic
10M
Pa2M
PaH
HT*
HH
T*m
ax(i
nclu
des
stea
m a
nd c
ryog
enic
)DN
150
10M
Pa (
gas)
Com
bust
ible
liqu
ids
3An
y ot
her
gase
s no
t ab
ove
Yes
Yes
(liq
uid)
NoYe
s
Any
othe
r liq
uids
not
abo
ve4
—Ye
sYe
sYe
sYe
s
HH
T* H
arm
ful t
o H
uman
Tis
sues
UP
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and Properties HandbookDecember 2000 77
Clas
s 1
– AS
404
1 M
axim
um o
pera
ting
pres
sure
s in
MPa
for
Ultr
aPip
e
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desi
gn S
tren
gth
Mpa
f17
615
617
615
617
615
617
615
6Th
ickn
ess
tole
ranc
e fa
ctor
0.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
5Pi
ping
cla
ss f
acto
r M
11
11
11
11
Wel
d jo
int
fact
or
e1
11
11
11
1
Max
imum
Ope
rati
ng T
empe
ratu
reOD
WT
MDM
T˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
457.
012
.7-2
09.
38.
39.
38.
39.
38.
39.
38.
345
7.0
9.5
-25
6.9
6.2
6.9
6.2
6.9
6.2
6.9
6.2
457.
06.
4-4
04.
64.
14.
64.
14.
64.
14.
64.
1
406.
412
.7-2
010
.59.
310
.59.
310
.59.
310
.59.
340
6.4
9.5
-25
7.8
6.9
7.8
6.9
7.8
6.9
7.8
6.9
406.
46.
4-4
05.
24.
65.
24.
65.
24.
65.
24.
6
355.
612
.7-2
012
.110
.712
.110
.712
.110
.712
.110
.735
5.6
9.5
-25
9.0
8.0
9.0
8.0
9.0
8.0
9.0
8.0
355.
66.
4-4
06.
05.
36.
05.
36.
05.
36.
05.
3
323.
912
.7-2
013
.311
.813
.311
.813
.311
.813
.311
.832
3.9
9.5
-25
9.9
8.8
9.9
8.8
9.9
8.8
9.9
8.8
323.
96.
4-4
06.
65.
86.
65.
86.
65.
86.
65.
8
273.
112
.7-2
015
.914
.115
.914
.115
.914
.115
.914
.127
3.1
9.3
-25
11.5
10.2
11.5
10.2
11.5
10.2
11.5
10.2
273.
16.
4-4
07.
87.
07.
87.
07.
87.
07.
87.
027
3.1
4.8
-50
5.9
5.2
5.9
5.2
5.9
5.2
5.9
5.2
219.
18.
2-3
012
.711
.312
.711
.312
.711
.312
.711
.321
9.1
6.4
-40
9.8
8.7
9.8
8.7
9.8
8.7
9.8
8.7
219.
14.
8-5
07.
36.
57.
36.
57.
36.
57.
36.
521
9.1
4.0
-50
6.1
5.4
6.1
5.4
6.1
5.4
6.1
5.4
168.
37.
1-3
514
.412
.714
.412
.714
.412
.714
.412
.716
8.3
6.4
-40
12.9
11.4
12.9
11.4
12.9
11.4
12.9
11.4
168.
34.
8-5
09.
68.
59.
68.
59.
68.
59.
68.
5
114.
36.
0-4
518
.116
.018
.116
.018
.116
.018
.116
.011
4.3
4.8
-50
14.3
12.7
14.3
12.7
14.3
12.7
14.3
12.7
88.9
5.5
-45
21.5
19.1
21.5
19.1
21.5
19.1
21.5
19.1
88.9
4.8
-50
18.6
16.5
18.6
16.5
18.6
16.5
18.6
16.5
Note
1:
For
oth
er t
empe
ratu
res
cons
ult
AS40
41 f
or a
ppro
pria
te p
ress
ure
rati
ngs.
No
te 2
: M
DMT
= M
ater
ial D
esig
n M
inim
um T
empe
ratu
re.
Clas
s 2A
– A
S 40
41 M
axim
um o
pera
ting
pres
sure
s in
MPa
for
Ultr
aPip
e
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 3
Flui
d 4
Gas
Gas
Liqu
idLi
quid
Desi
gn S
tren
gth
Mpa
f17
615
617
615
617
615
617
615
617
615
6Th
ickn
ess
tole
ranc
e fa
ctor
0.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
5Pi
ping
cla
ss fa
ctor
M
11
11
11
11
11
Wel
d jo
int
fact
or
e1
11
11
11
11
1
Max
imum
Ope
rati
ng T
empe
ratu
reOD
WT
MDM
T˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
Ambi
ent
100˚
C
457.
012
.7-2
09.
38.
39.
38.
39.
38.
39.
38.
345
7.0
9.5
-25
6.9
6.2
6.9
6.2
6.9
6.2
6.9
6.2
457.
06.
4-4
04.
64.
14.
64.
14.
64.
14.
64.
1
406.
412
.7-2
010
.010
.010
.09.
310
.59.
310
.59.
340
6.4
9.5
-25
7.8
6.9
7.8
6.9
7.8
6.9
7.8
6.9
406.
46.
4-4
05.
24.
65.
24.
65.
24.
65.
24.
6
355.
612
.7-2
010
.010
.010
.010
.012
.110
.712
.110
.735
5.6
9.5
-25
9.0
8.0
9.0
8.0
9.0
8.0
9.0
8.0
355.
66.
4-4
06.
05.
36.
05.
36.
05.
36.
05.
3
323.
912
.7-2
010
.010
.010
.010
.013
.311
.813
.311
.832
3.9
9.5
-25
9.9
8.8
9.9
8.8
9.9
8.8
9.9
8.8
323.
96.
4-4
06.
65.
86.
65.
86.
65.
86.
65.
8
273.
112
.7-2
010
.010
.010
.010
.015
.914
.115
.914
.127
3.1
9.3
-25
10.0
10.0
10.0
10.0
11.5
10.2
11.5
10.2
273.
16.
4-4
07.
87.
07.
87.
07.
87.
07.
87.
027
3.1
4.8
-50
5.9
5.2
5.9
5.2
5.9
5.2
5.9
5.2
219.
18.
2-3
010
.010
.010
.010
.012
.711
.312
.711
.321
9.1
6.4
-40
9.8
8.7
9.8
8.7
9.8
8.7
9.8
8.7
219.
14.
8-5
07.
36.
57.
36.
57.
36.
57.
36.
521
9.1
4.0
-50
6.1
5.4
6.1
5.4
6.1
5.4
6.1
5.4
168.
37.
1-3
510
.010
.010
.010
.014
.412
.714
.412
.716
8.3
6.4
-40
10.0
10.0
10.0
10.0
12.9
11.4
12.9
11.4
168.
34.
8-5
09.
68.
59.
68.
59.
68.
59.
68.
5
114.
36.
0-4
510
.010
.010
.010
.018
.116
.018
.116
.011
4.3
4.8
-50
10.0
10.0
10.0
10.0
14.3
12.7
14.3
12.7
88.9
5.5
-45
10.0
10.0
10.0
10.0
21.5
19.1
21.5
19.1
88.9
4.8
-50
10.0
10.0
10.0
10.0
18.6
16.5
18.6
16.5
Note
1: F
or o
ther
tem
pera
ture
s co
nsul
t AS
4041
for
app
ropr
iate
pre
ssur
e ra
ting
s.
Note
2: M
DMT
= M
ater
ial D
esig
n M
inim
um T
empe
ratu
re.
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
1
UP
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and Properties Handbook78 December 2000
Clas
s 2P
– A
S 40
41 M
axim
um o
pera
ting
pres
sure
s in
MPa
for
Ultr
aPip
e
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desi
gn S
tren
gth
Mpa
f17
615
617
615
617
620
820
815
6Th
ickn
ess
tole
ranc
e fa
ctor
0.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
5Pi
ping
cla
ss f
acto
r M
11
11
11
11
Wel
d jo
int
fact
or
e1
11
11
11
1
Max
imum
Ope
rati
ng T
empe
ratu
reOD
WT
MDM
T˚C
Ambi
ent
99˚C
Ambi
ent
99˚C
Ambi
ent
99˚C
Ambi
ent
99˚C
457.
012
.7-2
011
.08.
345
7.0
9.5
-25
8.2
6.2
457.
06.
4-4
05.
54.
1
406.
412
.7-2
012
.59.
340
6.4
9.5
-25
9.2
6.9
406.
46.
4-4
06.
24.
6
355.
612
.7-2
014
.310
.735
5.6
9.5
-25
10.6
8.0
355.
66.
4-4
07.
15.
3
323.
912
.7-2
015
.711
.832
3.9
9.5
-25
11.7
8.8
323.
96.
4-4
07.
85.
8
273.
112
.7-2
018
.814
.127
3.1
9.3
-25
13.6
10.2
273.
16.
4-4
09.
37.
027
3.1
4.8
-50
6.9
5.2
219.
18.
2-3
015
.011
.321
9.1
6.4
-40
11.6
8.7
219.
14.
8-5
08.
76.
521
9.1
4.0
-50
7.2
5.4
168.
37.
1-3
517
.012
.716
8.3
6.4
-40
15.3
11.4
168.
34.
8-5
011
.38.
5
114.
36.
0-4
521
.416
.011
4.3
4.8
-50
16.9
12.7
88.9
5.5
-45
25.4
19.1
88.9
4.8
-50
22.0
16.5
Note
1:
For
oth
er t
empe
ratu
res
cons
ult
AS40
41 f
or a
ppro
pria
te p
ress
ure
rati
ngs.
Note
2:
MDM
T =
Mat
eria
l Des
ign
Min
imum
Tem
pera
ture
.
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
3
This
cla
ss is
not
suit
able
for
fluid
2
This
cla
ss is
not
suit
able
for
fluid
3
This
cla
ss is
not
suit
able
for
fluid
2
This
cla
ss is
not
suit
able
for
fluid
3
Clas
s 3
– AS
404
1 M
axim
um o
pera
ting
pres
sure
s in
MPa
for
Ultr
aPip
e
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desi
gn S
tren
gth
Mpa
f17
615
617
615
617
615
617
615
6Th
ickn
ess
tole
ranc
e fa
ctor
0.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
5Pi
ping
cla
ss f
acto
r M
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
Wel
d jo
int
fact
or
e1
11
11
11
1
Max
imum
Ope
rati
ng T
empe
ratu
reOD
WT
MDM
T˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
Ambi
ent
100˚
CAm
bien
t10
0˚C
457.
012
.7-0
5.6
5.0
5.6
5.0
457.
09.
5-5
4.2
3.7
4.2
3.7
457.
06.
4-2
02.
82.
52.
82.
5
406.
412
.7-0
6.3
5.6
6.3
5.6
406.
49.
5-5
4.7
4.2
4.7
4.2
406.
46.
4-2
03.
12.
83.
12.
8
355.
612
.7-0
7.3
6.4
7.3
6.4
355.
69.
5-5
5.4
4.8
5.4
4.8
355.
66.
4-2
03.
63.
23.
63.
2
323.
912
.7-0
8.0
7.1
8.0
7.1
323.
99.
5-5
5.9
5.3
5.9
5.3
323.
96.
4-2
04.
03.
54.
03.
5
273.
112
.7-0
9.5
8.5
9.5
8.5
273.
19.
3-5
6.9
6.1
6.9
6.1
273.
16.
4-2
04.
74.
24.
74.
227
3.1
4.8
-30
3.5
3.1
3.5
3.1
219.
18.
2-1
07.
66.
87.
66.
821
9.1
6.4
-20
5.9
5.2
5.9
5.2
219.
14.
8-3
04.
43.
94.
43.
921
9.1
4.0
-30
3.6
3.2
3.6
3.2
168.
37.
1-1
52.
02.
08.
67.
68.
67.
616
8.3
6.4
-20
2.0
2.0
7.7
6.9
7.7
6.9
168.
34.
8-3
02.
02.
05.
85.
15.
85.
1
114.
36.
0-2
52.
02.
010
.89.
610
.89.
611
4.3
4.8
-30
2.0
2.0
8.6
7.6
8.6
7.6
88.9
5.5
-25
2.0
2.0
12.9
11.4
12.9
11.4
88.9
4.8
-30
2.0
2.0
11.2
9.9
11.2
9.9
Note
1: F
or o
ther
tem
pera
ture
s co
nsul
t AS
4041
for
app
ropr
iate
pre
ssur
e ra
ting
s.
Note
2: M
DMT
= M
ater
ial D
esig
n M
inim
um T
empe
ratu
re.
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
onl
ysu
itab
le fo
r 16
8mm
diam
eter
max
imum
in f
luid
2
This
cla
ss is
not
suit
able
for
fluid
1
This
cla
ss is
not
suit
able
for
fluid
1
CONVERSIONAND
COMPARISONINFORMATION
CCI
Dimensions and Properties HandbookDecember 2000 79
Conversion and Comparison InformationISO Metric BoltsMild Steel HexagonClass 4.6 (Commercial Quality) Minimum Tensile Strength 400 MPa.Dimensions: to AS1111-1980 Nuts to AS1112-1980.Finishes: Black (Self Colour) Zinc Plated in M6, M8, M10 diameters up to 150mm in length.Hot dipped galvanised in lengths over 150mm and in M8-M36 inclusive.
D A B C TNominal Diameter of Width across Head Nut Thread Stock
Size Unthreaded Shank flats Thickness Thickness Length Lengthsmm mm mm mm
max min max min max max mm
M6 6.48 5.52 10.00 9.64 4.38 5.2 bolt length 12–120M8 8.58 7.42 13.00 12.57 5.68 6.8 uti. 125 mm 20–150M10 10.58 9.42 16.00 15.57 6.85 8.4 2D + 6 mm 20–300M12 12.70 11.30 18.00 17.57 7.95 10.8 Over 125 mm 25–500M16 16.70 15.30 24.00 23.16 10.75 14.8 uti. 200 mm 35–400M20 20.84 19.16 30.00 29.16 13.40 18.0 2D + 12 mm 40–400M24 24.84 23.16 36.00 35.00 15.90 21.5 Over 200 mm 45–500M30 30.84 29.16 46.00 45.00 19.75 25.6 2D + 12 mm 75–500M36 37.00 35.00 55.00 53.80 23.55 31.0 Custom made
Mild Steel HexagonISO METRIC Class 4.6
Approx. Single Shear on Induced Bolt Stress Proof Breaking Unthreaded Portion Torque to Preload Corresponding
Size Area Load Load (based on 75T) Proof Load 65% Proof Loadmm mm N N N Nm N
M6 20.1 4462 7899 8334 4 2900M8 36.6 8125 14384 14816 8 5281M10 58.0 12876 22794 23150 16 8369M12 84.3 18714 33130 33335 38 12164M16 157 34854 61701 59263 74 22655M20 245 54390 96285 92598 132 35353M24 353 78366 138729 133345 309 50938M30 561 124542 220473 208358 605 80952M36 816 181374 321081 300020 806 117893
CCI
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and Properties Handbook80 December 2000
High Tensile HexagonClass 8.8Minimum Tensile Strength 800 MPaDimensions: AS1110: 1980Finishes: Black, Oiled, finish: Zinc plated (Coating thickness 0.005-0.007mm)
D A B C TNominal Diameter of Width across Head Nut Thread Stock
Size Unthreaded Shank flats Thickness Thickness Length Lengthsmm mm mm mm
max min max min nom nom mm
M6 6.00 5.82 10.00 9.78 4.00 5.20 16–75M8 8.00 7.78 13.00 12.73 5.30 6.80 uti. 125 mm 16–75M10 10.00 9.78 16.00 15.73 6.40 8.40 2D + 6 mm 20–90M12 12.00 11.73 18.00 17.73 7.50 10.80 Over 125 mm 25–120M16 16.00 15.73 24.00 23.67 10.00 14.80 uti. 150 mm 35–150M20 20.00 19.67 30.00 29.67 12.50 18.00 2D + 12 mm 40–150M24 24.00 23.67 36.00 35.38 15.00 21.50 45–200
All bolts are threaded ISO Coarse to AS1275-1972 (BS3643-1967)
High Tensile HexagonISO METRIC Class 8.8
Approx. Single Shear on Induced Bolt Stress Proof Breaking Unthreaded Portion Torque to Preload Corresponding
Size Area Load Load (based on 75T) Proof Load 65% Proof Loadmm mm N N N Nm N
M6 20.1 11477 15778 16646 9 7460M8 36.6 20898 28731 29593 22 13584M10 58.0 33118 45530 46240 43 21526M12 84.3 48135 66175 66586 75 31288M16 157 89647 123245 118375 186 58270M20 245 139895 192325 184961 365 90932M24 353 201563 277105 266344 815 131016
Head Markings: eg: 4.6 Class 4 = 400 6 = 60% of 400 = Yield
For bolts with special surface finishes, and lubrication conditions other than standard blackened finish, these arefactors by which the various torque figures should be multiplied. This will correct the effect of different coefficientsof friction owing to different lubricants.
Surface Condition Factor
Hot dipped galvanised, Degreased 2.1Lightly oiled 1.1Zinc Plated, Degreased 1.9Lightly oiled 0.9Standard Finish, Heavily greased 0.7
CONVERSIONAND
COMPARISONINFORMATION
CCI
Dimensions and Properties HandbookDecember 2000 81
Useful Equivalents
One U.K. gallon = 277.42 cubic in= 0.160544 cubic ft= 10 lb of water at 62˚F= 4.54596 litre= 1.20094 U.S. gallon
One U.S. gallon = 0.83268 U.K. gallon= 8.3268 lb of water= 3.78531 litre
One litre = 0.219967 U.K. gallon= 0.264178 U.S. gallon
One cubic in. of water = 0.036047 lb= 0.0036047 U.K. gallon
One cubic ft of water = 6.22884 U.K. gallon= 7.48047 U.S. gallon= 28.3161 litre= 62.288 lb= 0.0278 ton
One lb of water = 27.742 cubic in= 0.10 U.K. gallon= 0.120094 U.S. gallon= 0.45359237 kilogramme
One ton of water = 35.962 cubic ft= 224 U.K. gallon= 269.01056 U.S. gallon= 1018.2950 litre
lbf = 4.44822 N= .45393 kgf
N = 0.22481 lbf= 0.10197 kgf
kgf = 2.20462 lbf= 9.80665 N
lbf/in2 = 2.30667 feet head= 6.89476 kN/m2
= 0.0689476 bars= 0.07031 kgf/cm2
= 0.06805 atm= 0.7031 metres head
feet head = 0.43353 lbf/in2
= 2.98907 kN/m2
= 0.2965 bars= 0.03048 kgf/cm2
= 0.02950 atm= 0.3048 metres head
kN/m2 = 0.14538 lbf/in2
= 0.334558 feet head= 0.001 bars= 0.0101972 kgf/cm2
= 0.0098694 atm= 0.101972 metres head
bar = 14.5038 lbf/in2
= 33.4558 feet head= 100 kN/m2
= 1.01972 kgf/cm2
= 0.98694 atm= 10.1972 metres head
kgf/cm2 = 14.2233 lbf/in2
= 32.8084 feet head= 0.0098067 kN/m2
= 0.98067 bars= 0.96784 atm= 10 metres head
atm = 14.6959 lbf/in2
= 33.8986 feet head= 101.325 kN/m2
= 1.01325 bars= 1.03323 kgf/cm2
= 10.3323 metres head
tonf/in2 = 15.4443 MN/m2
= 1.54443 h bars= 1.57488 kgf/mm2
MN/m2 = 0.064749 tonf/in2
= 0.1 h bars= 0.101972 kgf/mm2
h bar = 0.64749 tonf/in2
= 10 MN/m2
= 1.01972 kgf/mm2
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Dimensions and Properties Handbook82 December 2000
Imperial to Metric Conversion Factors
Units Imperial Metric Imperial to Metric Conversion
Length inch millimetre 1 in = 25.40 mm
foot millimetre 1 ft = 304.8 mm
foot metre 1 ft = 0.3048 m
yard metre 1 yd = 0.9144 m
mile metre 1 mile = 1609 m
mile kilometre 1 mile = 1.609 km
Area square inch square millimetre 1 in2 = 645.2 mm2
square foot square millimetre 1 ft2 = 92900 mm2
square foot square metre 1 ft2 = 0.09290 m2
square yard square metre 1 yd2 = 0.8361 m2
Liquid gallon (UK) litre 1 gal = 4.546 litre
Volume cubic inch cubic millimetre 1 in3 = 16387 mm3
cubic foot cubic metre 1 ft3 = 0.02832 m3
cubic yard cubic metre 1 yd3 = 0.7646 m3
Mass ounce gram 1 oz = 28.35 g
pound kilogram 1 lb = 0.4536 kg
hundredweight kilogram 1 cwt = 50.80 kg
ton kilogram & tonne 1 ton = 1016 kg
ton tonne 1 ton = 1.016 tonne
short ton US tonne 1 short ton = 0.9072 tonne
Force pound force newton 1 lbf = 4.448 N
ton force kilonewton 1 tonf = 9.964 kN
1000 pound force kilonewton 1 kip = 4.448 kN
Stress and Pressure pound force per square inch megapascal (newton per square mm) 1 lbf/in2 = 0.006895 MPa (N/mm2)
pound force per square inch kilopascal (newton per square mm × 10-3) 1 lbf/in2 = 6.895 kPa (N/mm2 × 10-3)
ton force per square inch megapascal (newton per square mm) 1 tonf/in2 = 15.44 MPa (N/mm2)
1000 pound force per square inch megapascal (newton per square mm) 1 kip/in2 = 6.895 MPa (N/mm2)
Mass per Unit Length pound per foot kilogram per metre 1 lb/ft = 1.488 kg/m
pound per yard kilogram per metre 1 lb/yd = 0.4961 kg/m
Mass per Unit Area pound per square inch kilogram per square metre 1 lb/in2 = 703.1 kg/m2
pound per square foot kilogram per square metre 1 lb/ft2 = 4.882 kg/m2
Mass per Unit Volume pound per cubic inch kilogram per cubic metre 1 lb/in3 = 27680 kg/m3
pound per cubic foot kilogram per cubic metre 1 lb/ft3 = 16.02 kg/m3
pound per cubic yard kilogram per cubic metre 1 lb/yd3 = 0.5933 kg/m3
Moment of Force pound force inch newton metre 1 lbf in = 0.113 N m
(Torque) pound force foot newton metre 1 lbf ft = 1.356 N m
1000 pound force inch kilonewton metre 1 kip in = 0.113 kN m
tons force foot kilonewton metre 1 ton ft = 3.037 kN m
Modulus of Section inch3 millimetre3 1 in3 = 16 390 mm3
Second Moment of Area inch4 millimetre4 1 inch4 = 416 200 mm4
(Moment of Inertia)
Power foot pound per second watt 1 ft lbf/s = 1.356 W
horsepower watt 1 hp = 754.7 W
British thermal units per hour watt 1 Btu/h = 0.2931 W
Energy foot pounds-force joules 1 ft lbf = 1.356 J
Velocity foot per second metre per second 1 fps = 0.3048 m/s
mile per hour kilometre per hour 1 mph = 1.609 km/h
inch per second millimetre per second 1 ips = 25.40 mm/s
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Dimensions and Properties HandbookDecember 2000 83
Metric to Imperial Conversion Factors
Units Imperial Metric Metric to Imperial Conversion
Length inch millimetre 1 mm = 0.03937 infoot millimetre 1 mm = 0.003281 ftfoot metre 1 m = 3.281 ftyard metre 1 m = 1.094 ydmile metre 1 m = 0.0006214 milemile kilometre 1 km = 0.6214 mile
Area square inch square millimetre 1 mm2 = 0.001550 in2
square foot square millimetre 1 mm2 = 0.00001076 ft2
square foot square metre 1 m2 = 10.76 ft2
square yard square metre 1 m2 = 1.196 yd2
Liquid gallon (UK) litre 1 litre = 0.2200 gal
Volume cubic inch cubic millimetre 1 mm3 = 0.00006102 in3
cubic foot cubic metre 1 m3 = 35.31 ft3
cubic yard cubic metre 1 m3 = 1.308 yd3
Mass ounce gram 1 g = 0.03527 ozpound kilogram 1 kg = 2.205 lbhundredweight kilogram 1 kg = 0.01968 cwtton kilogram & tonne 1 kg = 0.0009842 tonton tonne 1 tonne = 0.9842 tonshort ton US tonne 1 tonne = 1.102 short ton
Force pound force newton 1 N = 0.2248 lbfton force kilonewton 1 kN = 0.1004 tonf1000 pound force kilonewton 1 kN = 0.2248 kip
kilogram force-newton* 1 kgf = 9.807 N*
1 N = 0.1020 kgf*
Stress and Pressure pound force per square inch megapascal (newton per square mm) 1 MPa (N/mm2) = 145.0 lbf/in2
pound force per square inch kilopascal (newton per square mm × 10-3) 1 kPa (N/mm2 × 10-3) = 0.1450 lbf/in2 ton force per square inch megapascal (newton per square mm) 1 MPa (N/mm2)= 0.06476 tonf/in2
1000 pound force per square inch megapascal (newton per square mm) 1 MPa (N/mm2) = 0.1450 kip/in2
kilogram force per square mm – megapascal (newton per square mm) 1 kgf/mm2 = 9.807 MPa (N/mm2)
Mass per Unit Length pound per foot kilogram per metre 1 kg/m = 0.672 lb/ftpound per yard kilogram per metre 1 kg/m = 2.016 lb/yd
Mass per Unit Area pound per square inch kilogram per square metre 1 kg/m2 = 0.001422 lb/in2
pound per square foot kilogram per square metre 1 kg/m2 = 0.2048 lb/ft2
Mass per Unit Volume pound per cubic inch kilogram per cubic metre 1 kg/m3 = 0.00003605 lb/in3
pound per cubic foot kilogram per cubic metre 1 kg/m3 = 0.0624 lb/ft3
pound per cubic yard kilogram per cubic metre 1 kg/m3 = 1.686 lb/yd3
Moment of Force pound force inch newton metre 1 N m = 8.851 lbf in(Torque) pound force foot newton metre 1 N m = 0.7376 lbf ft
1000 pound force inch kilonewton metre 1 kN m = 8.851 kip intons force foot kilonewton metre 1 kN m = 0.3293 tonf ft
kilogram force per metre – newton metre* 1 kgf m = 9.807 N m* 1 N m = 0.102 kgf m*
Modulus of Section inch3 millimetre3 1 mm3 = 0.00006102 in3
Second Moment of Area inch4 millimetre4 1mm4 = 0.0002403 in4
(Moment of Inertia)
Power foot pound per second watt 1 W = 0.7376 ft lbf/s
horsepower watt 1 W = 0.001341 hp
British thermal units per hour watt 1 W = 3.412 Btu/h
Energy foot pounds-force joules (1 kW h = 3 600 000 J 1 kW h = 3.6 MJ) 1 J = 0.7376 ft lbf
Velocity foot per second metre per second 1 m/s = 3.281 fps
mile per hour kilometre per hour 1 km/h = 0.6214 mph
inch per second millimetre per second 1 mm/s = 0.03937 ips
* Conversion between metric units
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Dimensions and Properties Handbook84 December 2000
Comparison Grades – International Table
This comparison chart has been compiled for customers who work to overseas drawings and specifications. It is aguide only as standards or brand names are seldom exactly identical.
Grade German Saarstahl Rochling AISI BS BS 970 JIS ASSAB Thyssen Bohler/Mat. No Grade 4659 Part 1 VEW
High 1.3243 1.3243 GIANT M5 CO M35 BM35 SKH 55 S705
Speed 1.3247 1.3247 GIANT 101 M42 BM42 SKH 59 S500
Steels 1.3343 1.3343 GIANT M5 M2 BM2 SKH 51 HSP 41 THYRAPID 3343 S600
Hot 1.2343 1.2343 RDC 2 H11 BH11 SKD 6 W300
Work 1.2344 1.2344 RDC 2 V H13 BH13 SKD 61 8407 THYROTHERM 2344 W302
Steels 1.2714 1.2714 RGS 4 L6 SKS 51 W500
Plastic 1.2083 1.2083 420 420S29 SUS420J1 STAVAX THYROPLAST 2083 M310
Mould 1.2311 1.2311 MFR P20 BP20 THYROPLAST 2311 M201
Steels 1.2312 1.2312 MOULREX-A P20+S
1.2738 1.2738 P20+Ni HOLDAX THYROPLAST 2312 M200
1.2316 1.2316 BP 42
1.2080 1.2080 RCCO D3 BD3 SKD 1 XW5 THYRODUR 2080 K100
1.2379 1.2379 RCC SUPRA D2 BD2 SKD 11 XW41 THYRODUR 2379 K110
Cold 1.2436 1.2436 RCC EXTRA D6 SKD 2 XW5 K107
Work 1.2510 1.2510 RUS 3 01 BO1 SKS 3 DF2 THYRODUR 2510 K460
Steels 1.2767 1.2767 RABW EN30B 835M30 THYRODUR 2767 K600
1.2842 1.2842 RUS 02 K720
1.2363 1.2363 RKCM A2 BA2 SKD12 XW10 THYRODUR 2343 K305
1.2550 1.2550 RTWK S1 BS1 M4 THYRODUR 2550 K455
1.1191 1.1191 R4 1045 EN8D 060A45 S45C 760 V945
Engineering 1.1203 1.1203 R5 1055 EN9 070M55 S55C
Steels 4130 708A30 SCM430 V340
1.7225 1.7225 MO 40 4140 EN19A 708M40 SCM440 709 V320
4145H 708H45 SCM445H
1.6582 1.6582 MONIX 15 4340 EN24 817M40 SNCM439 705 V155
1.6580 1.6580 EN25 826M31 THYSSEN 6580 V145
1.5752 1.5752 RAE 3 3415 EN36A 655M13 SNC815 E200
Case EN39B 835M15 SNCM815
Hardening 1.6523 1.6523 MONIX E 8620 EN362 805A22 SNCM220 E115
1.7131 1.7131 EC 80 E410
1.7147 1.7147 EC 100 E401
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Dimensions and Properties HandbookDecember 2000 85
Hardness TestingThe hardness of a given material is generally defined as the resistance it shows to penetration by a test body ofdefined shape. It can be measured with testing equipment of different design, the most common types being Brinell,Rockwell and Vickers.
Brinell hardness and Vickers hardness are expressed by the quotient of load and surface area of indentation. Thehardness numbers for Brinell and Vickers hardness are not affected by the introduction of Newton as unit of force. Ithas been internationally agreed to simply multiply the load with the factor 0.102.
Example:
The following comparison of hardness tables are based on DIN 50 150 of December 1976. Values in bold facecorrespond exactly to DIN values. The other values are interpolated. Values in parenthesis are values outside thedefined range of standardised hardness testing procedures. Also, Brinell hardness numbers in parenthesis apply onlywhen testing with carbide ball.
The tables cover only hot formed or heat treated, unalloyed or low alloy steels and steel castings.
Interconversion of hardness numbers or conversion of hardness numbers to tensile strength values is subject to errorand should only be employed when prescribed testing procedure is not applicable.
(Tests carried by Verein Deutscher Eisenhüttenleute [VDEh] showed a scatter range for the conversion of Vickershardness numbers to tensile strength values of ±25 HV 10 or ±85 N/mm2.)
Comparison of Hardness
Tensile Vickers Ball Brinell Rockwell hardnessstrength hardness indentation hardness2
(F ≥ 98 N) diameter1
N/mm2 HV mm HB HRB HRC
200 63 7.32 60210 65 7.22 62220 69 7.04 66
225 70 6.99 67230 72 6.95 68240 75 6.82 71
250 79 6.67 75255 80 6.63 76260 82 6.56 78
270 85 6.45 81 41280 88 6.35 84 45285 90 6.28 86 48290 91 6.25 87 49300 94 6.19 89 51305 95 6.16 90 52310 97 6.10 92 54320 100 6.01 95 56330 103 5.93 98 58
335 105 5.87 100 59340 107 5.83 102 60350 110 5.75 105 62
360 113 5.70 107 63.5370 115 5.66 109 64.5380 119 5.57 113 66
385 120 5.54 114 67390 122 5.50 116 67.5400 125 5.44 119 69
410 128 5.38 122 70415 130 5.33 124 71420 132 5.32 125 72
430 135 5.26 128 73440 138 5.20 131 74450 140 5.17 133 75460 143 5.11 136 76.5465 145 5.08 138 77470 147 5.05 140 77.5
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
HB = F HB = 0.102 FA A
Load F in kp Load F in NSurface area of permanent indentation A in mm2
Old New
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Dimensions and Properties Handbook86 December 2000
Tensile Vickers Ball Brinell Rockwell hardnessstrength hardness indentation hardness2
(F ≥ 98 N) diameter1
N/mm2 HV mm HB HRB HRC
480 150 5.00 143 78.5490 153 4.96 145 79.5495 155 4.93 147 80
500 157 4.90 149 81510 160 4.86 152 81.5520 163 4.81 155 82.5
530 165 4.78 157 83540 168 4.74 160 84.5545 170 4.71 162 85550 172 4.70 163 85.5560 175 4.66 166 86570 178 4.62 169 86.5
575 180 4.59 171 87580 181 4.58 172590 184 4.54 175 88
595 185 4.53 176600 187 4.51 178 89610 190 4.47 181 89.5620 193 4.44 184 90625 195 4.43 185630 197 4.40 187 91
640 200 4.37 190 91.5650 203 4.34 193 92660 205 4.32 195 92.5670 208 4.29 198 93675 210 4.27 199 93.5680 212 4.25 201
690 215 4.22 204 94700 219 4.19 208
705 220 4.18 209 95710 222 4.16 211 95.5720 225 4.13 214 96730 228 4.11 216
740 230 4.08 219 96.5750 233 4.07 221 97755 235 4.05 223760 237 4.03 225 97.5770 240 4.01 228 98780 243 3.98 231 21
785 245 3.97 233790 247 3.95 235 99800 250 3.93 238 99.5 22
810 253 3.91 240820 255 3.89 242 23830 258 3.87 245
835 260 3.85 247 24840 262 3.84 249850 265 3.82 252860 268 3.80 255 25865 270 3.78 257870 272 3.77 258 26
880 275 3.76 261890 278 3.74 264900 280 3.72 266 27
910 283 3.70 269915 285 3.69 271920 287 3.68 273 28
930 290 3.66 276940 293 3.64 278 29950 295 3.63 280960 299 3.61 284965 300 3.60 285970 302 3.59 287 30
980 305 3.57 290990 308 3.55 293995 310 3.54 295 31
1000 311 3.53 2961010 314 3.52 2991020 317 3.50 301 32
1030 320 3.49 3041040 323 3.47 3071050 327 3.45 311 33
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
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Dimensions and Properties HandbookDecember 2000 87
Tensile Vickers Ball Brinell Rockwell hardnessstrength hardness indentation hardness2
(F ≥ 98 N) diameter1
N/mm2 HV mm HB HRB HRC
1060 330 3.44 3141070 333 3.43 3161080 336 3.41 319 34
1090 339 3.40 3221095 340 3.39 3231100 342 3.38 325
1110 345 3.36 328 351120 349 3.35 3321125 350 3.34 3331130 352 3.33 3341140 355 3.32 337 361150 358 3.31 340
1155 360 3.30 3421160 361 3.29 3431170 364 3.28 346 37
1180 367 3.26 3491190 370 3.25 3521200 373 3.24 354 38
1210 376 3.23 3571220 380 3.21 3611230 382 3.20 363 39
1240 385 3.19 3661250 388 3.18 3691255 390 3.17 371
1260 392 372 401270 394 3.16 3741280 397 3.14 377
1290 400 3.13 3801300 403 3.12 383 411310 407 3.10 387
1320 410 3.09 3901330 413 3.08 393 421340 417 3.07 396
1350 420 3.06 3991360 423 3.05 402 431370 426 3.04 405
1380 429 4081385 430 3.02 4091390 431 410
1400 434 3.01 413 441410 437 3.00 4151420 440 2.99 4181430 443 2.98 4211440 446 2.97 424 451450 449 2.96 427
1455 450 4281460 452 2.95 4291470 455 2.94 432
1480 458 2.93 435 461485 460 4371490 461 2.92 438
1500 464 2.91 4411510 467 2.90 4441520 470 2.89 4471530 473 449 471540 476 2.88 4521550 479 2.87 455
1555 480 (456)1560 481 2.86 (457)1570 484 2.85 (460) 48
1580 486 (462)1590 489 2.84 (465)1595 490 2.83 (466)
1600 491 (467)1610 494 2.82 (470)1620 497 (472) 49
1630 500 (475)1640 503 2.80 (478)1650 506 2.79 (481)
1660 509 (483)1665 510 2.78 (485)1670 511 (486)
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
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Dimensions and Properties Handbook88 December 2000
Tensile Vickers Ball Brinell Rockwell hardnessstrength hardness indentation hardness2
(F ≥ 98 N) diameter1
N/mm2 HV mm HB HRB HRC
1680 514 2.77 (488) 501690 517 2.76 (491)1700 520 2.75 (494)1710 522 (496)1720 525 2.74 (499)1730 527 (501) 51
1740 530 2.73 (504)1750 533 2.71 (506)1760 536 2.71 (509)
1770 539 (512)1775 540 2.70 (513)1780 541 (514)
1790 544 2.69 (517) 521800 547 (520)1810 550 2.68 (523)1820 553 2.67 (525)1830 556 (528)1840 559 2.66 (531)
1845 560 (532) 531850 561 2.65 (533)1860 564 (536)
1870 567 2.64 (539)1880 570 (542)1890 572 2.63 (543)
1900 575 2.62 (546)1910 578 (549) 541920 580 2.61 (551)1930 583 2.60 (554)1940 586 (557)1950 589 2.59 (560)
1955 590 (561)1960 591 (562)1970 594 2.58 (564)
1980 596 (567) 551990 599 2.57 (569)1995 600 (570)2000 602 2.56 (572)2010 605 (575)2020 607 2.55 (577)
2030 610 (580)2040 613 2.54 (582)2050 615 (584) 56
2060 618 2.53 (587)2070 620 (589)2080 623 2.52 (592)
2090 626 (595)2100 629 2.51 (598)2105 630 (599)2110 631 (600)2120 634 2.50 (602)2130 636 (604)
2140 639 2.49 (607) 572145 640 (608)2150 641 (609)
2160 644 2.48 (612)2170 647 2.47 (615)2180 650 (618)2190 653 (620)2200 655 2.46 (622) 58
675 59
698 60720 61745 62
773 63800 64829 65
864 66900 67940 68
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
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Dimensions and Properties HandbookDecember 2000 89
Tensile Testing
The following information on this basic testing procedure takes into account all changes resulting frominternationally approved ISO recommendations which have been incorporated into a number of national standards.
ISO 6892 NFA 03-151EU 2 UNI 55612DIN 50145 JIS Z2201BS 18/Part 2
Symbols, designations, units
Symbol Designation Unitnew old
A δ Elongation after fracture %
d0 d0 Original diameter of parallel length of test mmpiece of circular cross section
E E Modulus of elasticity N/mm2 (MPa)
F P Load N
Fm Pmax Maximum load N
L0 L0 Original gauge length at ambient temperature mm
Lu LB Final gauge length after fracture mm
Rp σ Proof stress (non-proportional elongation) N/mm2 (MPa)e.g. Rp0.2 σ0.2 e.g. 0.2 non-proportional elongation
ReH σSo Upper yield stress N/mm2 (MPa)
ReL σSu Lower yield stress N/mm2 (MPa)
Rm σB Tensile strength N/mm2 (MPa)
So Fo Original cross-sectional area mm2
Su FB Minimum cross-sectional area mm2
after fracture
Z Ψ Reduction of area %
ε ε Elongation %
εe εel Elastic elongation %
εp — Non-proportional elongation %
εr εbl Permanent elongation %
εt εges Total elongation %
σ σ Stress N/mm2 (MPa)(nominal stress)
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Dimensions and Properties Handbook90 December 2000
Specimen prior to tensile testing
Specimen after fracture
Stress σσσσσStress (nominal stress) is defined as load, at any moment during the test, divided by the original cross-sectionalarea.
σ = F [N/mm2]So
Tensile strength RmTensile strength is defined as stress corresponding to the maximum load divided by the original cross-sectional areaof the specimen.
Rm = Fm [N/mm2]So
Modulus of elasticity E (static modulus of elasticity)Quotient of load F divided by the original cross-sectional area So and extension Le divided by extensometer gaugelength LEO in the rank of elastic deformation
Em = F . LE0 = σm . 100So . ∆Le εe
∇
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Dimensions and Properties HandbookDecember 2000 91
Tensile Strength – conversionksi to N/mm2 (MPa)1 lbf = 0.453 592 37 kp 1 kp = 9.806 65 N 1 in = 0.025 4 m 1 ksi = 1000 psi
ksi 0 1 2 3 4 5 6 7 8 9N/mm2 (MPa)
0 6.90 13.79 20.68 27.58 34.47 41.37 48.26 55.16 62.0510 68.95 75.84 82.74 89.63 96.53 103.42 110.32 117.21 124.11 131.0020 137.90 144.79 151.69 158.58 165.47 172.37 176.26 186.16 193.0 199.9530 206.84 213.74 220.60 227.53 234.42 241.32 248.21 255.11 262.00 268.9040 275.79 282.69 289.58 296.48 303.37 310.26 317.16 324.05 330.95 337.84
50 344.74 351.63 358.53 365.42 372.32 379.21 386.11 393.00 399.90 406.7960 413.69 420.58 427.48 434.47 441.26 448.16 455.05 461.95 468.84 475.7470 482.63 489.53 496.42 503.32 510.21 517.11 524.00 530.90 537.79 544.6980 551.58 558.48 565.37 572.27 579.16 586.05 592.95 599.84 606.74 613.6390 620.53 627.42 634.32 641.21 648.11 655.00 661.90 668.79 675.69 682.58
100 689.48 696.37 703.27 710.16 717.06 723.95 730.84 737.74 744.63 751.53110 758.43 765.32 772.21 779.11 786.00 792.90 799.79 806.69 813.58 820.48120 827.37 834.27 841.16 848.06 854.95 861.85 868.74 875.63 882.53 889.42130 896.32 903.21 910.11 917.00 923.90 930.79 937.69 944.85 951.48 958.37140 965.27 972.16 979.06 985.95 992.85 999.74 1006.63 1013.53 1020.42 1027.32
150 1034.21 1041.11 1048.00 1054.90 1061.79 1068.69 1075.58 1082.48 1089.37 1096.27160 1103.16 1110.06 1116.65 1123.85 1130.74 1137.63 1144.53 1151.42 1158.32 1165.21170 1172.11 1179.00 1185.90 1192.79 1199.69 1206.58 1213.48 1220.37 1227.27 1234.16180 1241.06 1247.95 1254.85 1261.74 1268.64 1275.53 1282.42 1289.32 1296.21 1303.11190 1310.00 1316.90 1323.79 1330.69 1337.58 1344.48 1351.37 1358.27 1365.16 1372.06
200 1378.95 1385.85 1392.74 1399.64 1406.53 1413.43 1420.32 1427.21 1434.11 1441.00210 1447.90 1454.79 1461.69 1468.58 1475.48 1482.37 1489.27 1496.16 1503.06 1509.95220 1516.85 1523.74 1530.64 1537.53 1544.43 1551.32 1558.22 1565.11 1572.00 1578.90230 1585.79 1592.69 1599.58 1606.48 1613.37 1620.27 1627.16 1634.06 1640.95 1647.85240 1654.74 1661.64 1668.53 1675.43 1682.32 1689.22 1696.11 1703.01 1709.90 1716.79
250 1723.69 1730.58 1737.48 1744.37 1751.27 1758.16 1765.06 1771.95 1778.85 1785.74260 1792.64 1799.53 1806.43 1813.32 1820.22 1827.11 1834.01 1840.90 1847.79 1854.69 270 1861.58 1868.48 1875.37 1882.27 1889.16 1896.06 1902.95 1909.85 1916.74 1923.64280 1930.53 1937.43 1944.32 1951.22 1958.11 1965.01 1971.90 1978.80 1985.69 1992.58290 1999.48 2006.37 2013.27 2020.16 2027.06 2033.95 2040.85 2047.74 2054.64 2061.53
300 2068.43 2075.32 2082.22 2089.11 2096.01 2102.90 2109.80 2116.69 2123.59 2130.48 310 2137.37 2144.27 2151.16 2158.06 2164.95 2171.85 2178.74 2185.64 2192.53 2199.43320 2206.32 2213.22 2220.11 2227.01 2233.90 2240.80 2247.69 2254.59 2261.48 2268.38330 2275.27 2282.16 2289.06 2295.95 2302.85 2309.74 2316.64 2323.53 2330.43 2337.32340 2344.22 2351.11 2358.01 2364.90 2371.80 2378.69 2385.59 2392.48 2399.38 2406.37
350 2413.17 2420.06 2426.95 2433.85 2440.74 2447.64 2454.53 2461.43 2468.32 2475.22 360 2482.11 2489.01 2495.90 2502.80 2509.69 2516.59 2523.48 2530.38 2537.27 2544.17370 2551.06 2557.95 2564.85 2571.74 2578.64 2585.53 2592.43 2599.32 2606.22 2613.11380 2620.01 2626.90 2633.80 2640.69 2647.59 2654.48 2661.38 2668.27 2675.17 2682.06390 2688.96 2695.85 2702.74 2709.64 2716.53 2723.43 2730.32 2737.22 2744.11 2751.01
400 2757.90 2764.80 2771.69 2778.59 2785.48 2792.38 2799.27 2806.17 2813.06 2819.96 410 2826.85 2833.75 2840.64 2847.53 2854.43 2861.32 2868.22 2875.11 2882.01 2888.90420 2895.80 2902.69 2909.59 2916.48 2923.38 2930.27 2937.17 2944.06 2950.96 2957.85430 2964.75 2971.64 2978.54 2985.43 2992.32 2999.22 3006.11 3013.01 3019.90 3026.80440 3033.69 3940.59 3047.48 3054.38 3061.27 3068.17 3075.06 3081.96 3088.85 3095.75
450 3102.64 3109.54 3116.43 3123.33 3130.22 3137.11 3144.01 3150.90 3157.80 3164.69 460 3171.59 3148.78 3185.38 3192.27 3199.17 3206.06 3212.96 3219.85 3226.75 3233.64470 3240.54 3247.43 3254.33 3261.22 3268.11 3275.01 3281.90 3288.50 3295.69 3302.59480 3309.48 3316.38 3323.27 3330.17 3337.06 3343.96 3350.85 3357.75 3364.64 3371.54490 3378.43 3385.33 3392.22 3399.12 3406.01 3412.90 3419.80 3426.69 3433.59 3440.48
500 3447.38 3454.27 3461.17 3468.06 3474.96 3481.85 3488.75 3495.64 3502.54 3509.43
CCI
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and Properties Handbook92 December 2000
Pressure, mechanical stress - conversiontonf/in2 to MN/m2 (MPa)1 tonf (Brit.) = 2,240 lbf 1 lbf = 0.453 592 37 kp 1 kp = 9.806 65 N 1 in = 0.0254 m
tonf/in2 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9MN/m2 = N/mm2 = (MPa)
0 – 1.544 3.089 4.633 6.178 7.722 9.267 10.811 12.355 13.9001 15.444 16.989 18.533 20.078 21.622 23.166 24.711 26.255 27.800 29.3442 30.889 32.433 33.977 35.522 37.066 38.611 40.155 41.700 43.244 44.7883 46.333 47.877 49.422 50.966 52.511 54.055 55.599 57.144 58.688 60.2334 61.777 63.322 64.866 66.410 67.955 69.499 71.044 72.588 74.132 75.677
5 77.221 78.766 80.310 81.855 83.399 84.943 86.488 88.032 89.577 91.1216 92.666 94.210 95.754 97.299 98.943 100.388 101.932 103.477 105.021 106.5657 108.110 109.654 111.199 112.743 114.287 115.832 117.376 118.921 120.465 122.0108 123.554 125.098 126.643 128.187 129.732 131.276 132.821 134.365 135.909 137.4549 138.998 140.543 142.087 143.632 145.176 146.720 148.265 149.809 151.354 152.898
10 154.443 155.987 157.531 159.076 160.620 162.165 163.709 165.254 166.798 168.34211 169.887 171.431 172.976 174.520 176.065 177.609 179.153 180.698 182.242 183.78712 185.331 186.876 188.420 189.964 191.509 193.053 194.598 196.142 197.686 199.23113 200.775 202.320 203.864 205.409 206.953 208.497 210.042 211.586 213.131 214.67514 216.220 217.764 219.308 220.853 222.397 223.942 225.486 227.031 228.575 230.119
15 231.664 233.208 234.753 236.297 237.842 239.386 240.930 242.475 244.019 245.56416 247.108 248.635 250.197 251.741 253.286 254.830 256.375 257.919 259.464 261.00817 262.552 264.097 265.641 267.186 268.730 270.274 271.819 273.363 274.908 276.45218 277.997 279.541 281.085 282.630 284.174 285.719 287.263 288.808 290.352 291.89619 293.441 294.985 296.530 298.074 299.619 301.163 302.707 304.252 305.796 307.341
20 308.885 310.430 311.974 313.518 315.063 316.607 318.152 319.696 321.241 322.78521 324.329 325.874 327.418 328.963 330.507 332.052 333.596 335.140 336.685 338.22922 339.774 341.318 342.862 344.407 345.951 347.496 349.040 350.585 352.129 353.67323 355.218 356.762 358.307 359.851 361.396 362.940 364.484 366.029 367.573 369.11824 370.662 372.207 373.751 375.295 376.840 378.384 379.929 381.473 383.018 384.562
25 386.106 387.651 389.195 390.740 392.284 393.829 395.373 396.917 398.462 400.00626 401.551 403.095 404.640 406.184 407.728 409.273 410.817 412.362 413.906 415.45027 416.995 418.539 420.084 421.628 423.173 424.717 426.261 427.806 429.350 430.89528 432.439 433.984 435.528 437.072 438.617 440.161 441.706 443.250 444.795 446.33929 447.883 449.428 450.972 452.517 454.061 455.606 457.150 458.694 460.239 461.783
30 463.328 464.872 466.417 467.961 469.505 471.050 472.594 474.139 475.683 477.22831 478.772 480.316 481.861 483.405 484.950 486.494 488.039 489.583 491.127 492.67232 494.216 495.761 497.305 498.849 500.394 501.938 503.483 505.027 506.572 508.11633 509.660 511.205 512.749 514.294 515.838 517.383 518.927 520.471 522.016 523.56034 525.105 526.649 528.194 529.738 531.282 532.827 534.371 535.916 537.460 539.005
35 540.549 542.093 543.638 545.182 546.727 548.271 549.816 551.360 552.904 554.44936 555.993 557.538 559.082 560.627 562.171 563.715 565.260 566.804 568.349 569.89337 571.437 572.982 574.526 576.071 577.615 579.160 580.704 582.248 583.793 585.33738 586.882 588.426 589.971 591.515 593.059 594.604 596.148 597.693 599.237 600.78239 602.326 603.870 605.415 606.959 608.504 610.048 611.593 613.137 614.681 616.226
40 617.770 619.315 620.859 622.404 623.948 625.492 627.037 628.581 630.126 631.67041 633.215 634.759 636.303 637.848 639.392 640.937 642.481 644.025 645.570 647.11442 648.659 650.203 651.748 653.292 654.836 656.381 657.925 659.470 661.014 662.55943 664.103 665.647 667.192 668.736 670.281 671.825 673.370 674.914 676.458 678.00344 679.547 681.092 682.636 684.181 685.725 687.269 688.814 690.358 691.903 693.447
45 694.992 696.536 698.080 699.625 701.169 702.714 704.258 705.803 707.347 708.89146 710.436 711.980 713.525 715.069 716.613 718.158 719.702 721.247 722.791 724.33647 725.880 727.424 728.969 730.513 732.058 733.602 735.147 736.691 738.235 739.78048 741.324 742.869 744.413 745.958 747.502 749.046 750.591 752.135 753.680 755.22449 756.769 758.313 759.857 761.402 762.946 764.491 766.035 767.580 769.124 770.668
CONVERSIONAND
COMPARISONINFORMATION
CCI
Dimensions and Properties HandbookDecember 2000 93
tonf/in2 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9MN/m2= N/mm2 = (MPa)
50 772.21 773.76 775.30 776.85 778.39 779.94 781.48 783.02 784.57 786.1151 787.66 789.20 790.75 792.29 793.84 795.38 796.48 798.47 800.01 801.5652 803.10 804.65 806.19 807.74 801.28 810.82 812.37 813.91 815.46 817.0053 818.55 820.09 821.63 823.18 824.72 826.27 827.81 829.36 830.90 823.4554 833.99 835.53 837.08 838.62 840.17 841.71 843.26 844.80 846.35 847.89
55 849.43 850.98 852.52 854.07 855.61 857.16 858.70 860.25 861.79 863.3356 864.88 866.42 867.97 869.51 871.06 872.60 874.15 875.69 877.23 878.7857 880.32 881.87 883.41 884.96 886.50 888.05 889.59 891.13 892.68 894.2258 895.77 897.31 898.86 900.40 901.95 903.49 905.03 906.58 908.12 909.6759 911.21 912.76 914.30 915.84 917.39 918.93 920.48 922.02 923.57 925.11
60 926.66 928.20 929.74 931.29 932.83 934.38 935.92 937.47 930.01 940.5661 942.10 943.64 945.19 946.73 948.28 949.82 951.37 952.91 954.46 956.0062 957.54 959.09 960.63 962.18 963.72 965.27 966.81 968.36 969.90 971.4463 972.99 974.53 976.08 977.62 979.17 980.71 982.26 983.80 985.34 986.8964 988.43 989.98 991.52 993.07 994.61 996.16 997.70 999.24 1000.79 1002.33
65 1003.88 1005.72 1006.97 1008.51 1010.05 1011.60 1013.14 1014.69 1016.23 1017.7866 1019.32 1020.87 1022.41 1023.95 1025.50 1027.04 1027.04 1030.13 1031.68 1033.2267 1034.77 1036.31 1037.85 1039.40 1040.94 1042.49 1042.49 1045.58 1047.12 1048.6768 1050.21 1051.75 1053.30 1054.84 1056.39 1057.93 1057.93 1061.02 1062.56 1064.1169 1065.65 1067.20 1068.74 1070.29 1071.83 1073.38 1073.38 1076.76 1078.01 1079.55
70 1081.10 1082.64 1084.19 1085.73 1087.28 1088.82 1088.82 1091.91 1093.45 1095.0071 1096.54 1098.09 1099.63 1101.18 1102.72 1104.26 1104.26 1107.35 1108.90 1110.4472 1111.99 1113.53 1115.08 1116.62 1118.16 1119.71 1119.71 1122.80 1124.34 1125.8973 1127.43 1128.98 1130.52 1132.06 1133.61 1135.15 1135.15 1138.24 1139.79 1141.3374 1142.87 1144.42 1145.96 1147.51 1149.05 1150.60 1150.60 1153.69 1155.23 1156.77
75 1158.32 1159.86 1161.41 1162.95 1164.50 1166.04 1167.59 1169.13 1170.67 1172.2276 1173.76 1175.31 1167.85 1178.40 1179.94 1181.49 1183.03 1184.57 1186.12 1187.6677 1189.21 1190.75 1192.30 1193.84 1195.39 1196.93 1198.47 1200.02 1201.56 1203.1178 1204.65 1206.20 1207.74 1209.29 1210.83 1212.37 1213.92 1215.46 1217.01 1218.5579 1220.10 1221.64 1223.19 1224.73 1226.27 1227.82 1229.36 1230.91 1232.45 1234.00
80 1235.54 1237.08 1238.63 1240.17 1241.72 1243.26 1244.81 1246.35 1247.90 1249.4481 1250.98 1252.53 1254.07 1255.62 1257.16 1258.71 1260.25 1261.80 1263.34 1264.8882 1266.43 1267.97 1269.52 1271.06 1272.61 1274.15 1275.70 1277.24 1278.78 1280.3383 1281.87 1283.42 1284.96 1286.51 1288.05 1289.60 1291.14 1292.68 1294.23 1295.7784 1297.32 1298.86 1300.41 1301.95 1303.50 1305.04 1306.58 1308.13 1309.67 1311.22
85 1312.76 1314.31 1315.85 1317.40 1318.94 1320.48 1322.03 1323.57 1325.12 1326.6686 1328.21 1329.75 1331.29 1332.84 1334.38 1335.93 1337.47 1339.02 1340.56 1342.1187 1343.65 1345.19 1346.74 1348.28 1349.83 1351.37 1352.92 1354.46 1356.01 1357.5588 1359.09 1360.64 1362.18 1363.73 1365.27 1366.82 1368.36 1369.91 1371.45 1372.9989 1374.54 1376.08 1377.63 1379.17 1380.72 1382.26 1383.81 1385.35 1386.89 1388.44
90 1389.98 1391.53 1393.07 1394.62 1396.16 1397.71 1399.25 1400.79 1402.34 1403.8891 1405.43 1406.97 1408.52 1410.06 1411.61 1413.15 1414.69 1416.24 1417.78 1419.3392 1420.87 1422.42 1423.96 1425.50 1427.05 1428.59 1430.14 1431.68 1433.23 1434.7793 1436.32 1437.86 1439.40 1440.95 1442.49 1444.04 1445.58 1447.13 1448.67 1450.2294 1451.76 1453.30 1454.85 1456.39 1457.94 1459.48 1461.03 1462.57 1464.12 1465.66
95 1467.20 1468.75 1470.29 1471.84 1473.38 1474.93 1476.47 1478.02 1479.56 1481.1096 1482.65 1484.19 1485.74 1487.28 1488.83 1490.37 1491.92 1493.46 1495.00 1496.5597 1498.09 1499.64 1501.18 1502.73 1504.27 1505.81 1507.36 1508.90 1510.45 1511.9998 1513.54 1515.08 1516.63 1518.17 1519.71 1521.26 1522.80 1524.35 1525.89 1527.4499 1528.98 1530.53 1532.07 1533.61 1535.16 1536.70 1538.25 1539.79 1541.34 1542.88
100 1544.43 – – – – – – – – –
CCI
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and Properties Handbook94 December 2000
Notes:
Steel & Tube Holdings LtdSteel & Tube Product Literature
Steel & Tube Product CataloguePublished in August 2000, the latest Steel & Tube Distribution ProductCatalogue details all New Zealand based operations and steel product forsupply. The catalogue thoroughly describes all product types, sizes, processingfacilities and capabilities, locations of operations and also has usefulEngineering Data.
Steel & Tube Technical Design Guide for Purlins & GirtsThe Steel & Tube Technical Design Guide for Purlins & Girts provides informationon the range of high strength double lip profile sections manufactured bySteel & Tube. It contains information on hole punching and accessoriesavailable to provide a practical structural system.
Steel & Tube Roofing Products - Product GuideThe Steel & Tube Roofing Products Product Guide describes and illustratesthe various roofing materials and profiles that are manufactured and suppliedby our network of roofing branches throughout New Zealand.
Web Site www.steelandtube.co.nz
The Steel & Tube Holdings Limited corporate web site features a comprehensive range of information, profilingthe Company, and its products and services offered through the nationwide trading Divisions. Specificinformation can be accessed on:
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Company Annual Reports, product and technical literature can be downloaded from the web site.
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Northern RegionWhangarei Auckland
Cnr Hewlett Street & Fraser Crescent PO Box 1570 68 Stonedon Drive, East Tamaki PO Box 14-344 PanmureTel: 0-9-438 3999, Fax: 0-9-438 3990 Tel: 0-9-273 7610, Fax: 0-9-273 1470
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Northern Coil Processing Northern Plate Processing8–10 Bowden Road PO Box 62 213 Mt Wellington 68 Stonedon Drive, East Tamaki PO Box 14-344 Panmure
Tel: 0-9-573 0555, Fax: 0-9-573 0394 Tel: 0-9-273 7630, Fax: 0-9-273 1484
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PO Box 38 195 Wellington Mail Centre PO Box 38 195 Wellington Mail CentreTel: 0-4-568 0020, Fax: 0-4-568 8308 Tel: 0-4-568 0044, Fax: 0-4-568 8308
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Tel: 0-3-688 2085, Fax: 0-3-688 2084 Tel: 0-3-477 9655, Fax: 0-3-477 9646
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Tel: 0-3-218 2803, Fax: 0-3-218 9131 Tel: 0-3-343 7995, Fax: 0-3-348 4167
Stewart Steel Southern Coil Processing85 Falsgrave Street PO Box 1377, Christchurch 375 Blenheim Road PO Box 11 231, Christchurch
Tel: 0-3-365 0079, Fax: 0-3-365 7576 Tel: 0-3-343 7996, Fax: 0-3-348 1728
Waratah Processing16A Birmingham Drive PO Box 9339, Christchurch
Tel: 0-3-338 2191, Fax: 0-3-338 5442
d15–17 Kings Crescent, Private Box 30-543, Lower Hutt
Tel: 0-4-570 5000, Fax: 0-4-566 [email protected]
Central Region
Southern Region
Head Office