dimensions & properties handbook - · pdf filedimensions and properties handbook i d&p...
TRANSCRIPT
S&T047
DIM
ENSI
ON
S &
PR
OPE
RTIE
S H
AN
DBO
OK
DIMENSIONS & PROPERTIESHANDBOOK
STEE
LJA
N 2
013
Dimensions and properties Handbook i
D&p
introduction
Steel & Tube takes great pleasure in providing this Dimensions & properties Handbook for your use. We endeavour to carry all popular products and sizes ex-stock, on a continuous basis. This latest edition of the Steel & Tube Dimensions and Properties Handbook generally lists those sizes which we carry ex-stock. However, there are some sizes that we 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 branch for further information on our comprehensive range of steel products, or visit our web site www.steelandtube.co.nz, which features extensive product information.
Please note: This document is in the process of being updated.
Indent Service: Steel & Tube's indent service can offer considerable savings when ordering product to certain quantity or lead-time requirements. For specialist, non-standard products, talk to us about bout global sourcing network 0800 478 335.
telarc Limited/iso 9001Steel & Tube Distribution (a division of Steel & Tube Holdings Limited) is committed to providing our customers with service in a consistent and reliable manner, which meets their needs, 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 9001.
Telarc Limited is a national technical authority responsible for quality system certification through 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 the quality of products and services.
Disclaimer: In compiling this publication we have been obliged to extract information from a wide range of sources, both local and overseas, and whilst every precaution has been taken to ensure its accuracy we do not accept any responsibility for errors or omissions which may be contained in this handbook.
Dimensions and properties HandbookDimensions and properties Handbookii
D&p
contents
profiles ...................................................................................................................................1Equal Angles ............................................................................................................................1Unequal Angles .........................................................................................................................7Parallel Flange Channels ........................................................................................................... 11Taper Flange Channels ............................................................................................................. 13
DuraGal profiles ....................................................................................................................14DuraGal Equal Angles .............................................................................................................. 14DuraGal Unequal Angles .......................................................................................................... 23DuraGal Channels ................................................................................................................... 28DuraGal Flats .......................................................................................................................... 31
plate ....................................................................................................................................32
coil .....................................................................................................................................34Wire and Sheet Metal Gauges .................................................................................................... 38
reinforcing ...........................................................................................................................39
rectangular Hollow sections ...................................................................................................40DuraGal Rectangular Hollow Sections ......................................................................................... 44Galtube Plus Rectangular Hollow Sections ................................................................................... 48
square Hollow sections ..........................................................................................................49DuraGal Square Hollow Sections ................................................................................................. 53Galtube Plus Square Hollow Sections .......................................................................................... 55
Joists – taper Flange Beams ...................................................................................................56
Universal Beams ....................................................................................................................57
Universal columns .................................................................................................................61
tube and pipe .......................................................................................................................63Standards for this Section ........................................................................................................ 63ERW Welded Tube .................................................................................................................... 64Hollow Bar ............................................................................................................................. 65Identification of Tube Wall Thicknesses ....................................................................................... 66Maximum Safe Working Pressures .............................................................................................. 68Tube and Pipe Quick Reference Tables ........................................................................................ 70
circular Hollow sections ........................................................................................................89Galtube Plus Circular Hollow Sections ......................................................................................... 90
Ultrapipe circular Hollow sections .........................................................................................91UltraPipe Pressure Ratings ........................................................................................................ 93
conversion and comparison information ..................................................................................96Useful Equivalents ................................................................................................................... 96Imperial to Metric Conversion Factors......................................................................................... 97Metric to Imperial Conversion Factors......................................................................................... 99Comparison Grades – International Table .................................................................................. 101Hardness Testing ................................................................................................................... 102Tensile Testing ...................................................................................................................... 108Tensile Strength – conversion ................................................................................................. 110Pressure, mechanical stress - conversion ................................................................................... 111
Dimensions and properties Handbook 1
profiles
EQUALANGLES
equa
l Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d pr
oper
ties
b 1 x
b1
tr 1
r 2t
A gp B
p tl x
y 4Z x
4s x
r xl y
x 3Z y
3x 5
Z y5
s yr y
J
mm
mm
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
3 103
mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
3 mm
4
200
x 20
0 x
26 E
A
20 E
A
18 E
A
16 E
A
13 E
A
76.8
60.1
54.4
48.7
40.0
26.0
20.0
18.0
16.0
13.0
18.0
18.0
18.0
18.0
18.0
5.0
5.0
5.0
5.0
5.0
6.69
9.00
10.1
11.5
14.4
9780
7660
6930
6200
5090
59.3
57.0
56.2
55.4
54.2
141
143
144
145
146
56.8
45.7
41.7
37.6
31.2
141
141
141
141
141
402
323
295
266
221
643
511
464
417
344
76.2
77.2
77.6
77.9
78.3
14.9
11.8
10.8
9.72
8.08
73.9
72.9
72.6
72.3
71.9
202
162
149
135
112
83.8
80.6
79.5
78.4
76.6
178
147
136
124
105
329
260
236
212
176
39.0
39.3
39.4
39.6
39.8
2250
1060
778
554
304
150
x 15
0 x
19 E
A
16 E
A
12 E
A
10 E
A
42.1
35.4
27.3
21.9
19.0
15.8
12.0
9.5
13.0
13.0
13.0
13.0
5.0
5.0
5.0
5.0
6.89
8.49
11.5
14.8
5360
4520
3480
2790
44.2
43.0
41.5
40.5
106
107
108
109
17.6
15.1
11.9
9.61
106
106
106
106
166
142
112
90.6
265
225
175
141
57.2
57.8
58.4
58.7
4.60
3.91
3.06
2.48
54.9
54.3
53.7
53.4
83.8
71.9
56.9
46.4
62.6
60.8
58.7
57.3
73.5
64.2
52.1
43.3
135
115
89.3
72.0
29.3
29.4
29.6
29.8
657
386
174
88.9
125
x 12
5 x
16 E
A
12 E
A
10 E
A
8 EA
29.1
22.5
18.0
14.9
15.8
12.0
9.5
7.8
10.0
10.0
10.0
10.0
5.0
5.0
5.0
5.0
6.91
9.42
12.2
15.0
3710
2870
2300
1900
36.8
35.4
34.4
33.7
88.2
89.6
90.6
91.3
8.43
6.69
5.44
4.55
88.4
88.4
88.4
88.4
95.4
75.7
61.6
51.5
153
120
96.5
80.2
47.7
48.3
48.7
48.9
2.20
1.73
1.40
1.17
45.4
44.7
44.4
44.2
48.5
38.6
31.5
26.5
52.1
50.1
48.7
47.7
42.3
34.5
28.8
24.5
77.8
60.8
49.0
40.8
24.4
24.5
24.7
24.8
313
141
71.9
40.6
100
x 10
0 x
12 E
A
10 E
A
8 EA
6 EA
17.7
14.2
11.8
9.16
12.0
9.5
7.8
6.0
8.0
8.0
8.0
8.0
5.0
5.0
5.0
5.0
7.33
9.53
11.8
15.7
2260
1810
1500
1170
29.2
28.2
27.5
26.8
70.8
71.8
72.5
73.2
3.29
2.70
2.27
1.78
70.7
70.7
70.7
70.7
46.6
38.2
32.0
25.2
74.5
60.4
50.3
39.3
38.2
38.6
38.8
39.1
0.85
7
0.69
5
0.58
2
0.45
8
35.8
35.4
35.2
35.0
23.9
19.6
16.5
13.1
41.3
39.9
38.9
37.9
20.8
17.4
14.9
12.1
37.9
30.7
25.6
20.0
19.5
19.6
19.7
19.8
110
56.2
31.7
14.8
90 x
90
x10
EA
8 EA
6 EA
12.7
10.6
8.22
9.5
7.8
6.0
8.0
8.0
8.0
5.0
5.0
5.0
8.47
10.5
14.0
1620
1350
1050
25.7
25.0
24.3
64.3
65.0
65.7
1.93
1.63
1.28
63.6
63.6
63.6
30.4
25.6
20.1
48.3
40.4
31.6
34.5
34.8
35.0
0.50
0
0.41
9
0.33
0
31.9
31.7
31.5
15.7
13.2
10.5
36.4
35.4
34.3
13.8
11.8
9.62
24.6
20.5
16.1
17.6
17.6
17.8
50.5
28.6
13.4
75 x
75
x10
EA
8 EA
6 EA
5 EA
10.5
8.73
6.81
5.27
9.5
7.8
6.0
4.6
8.0
8.0
8.0
8.0
5.0
5.0
5.0
5.0
6.89
8.62
11.5
15.3
1340
1110
867
672
22.0
21.3
20.5
19.9
53.0
53.7
54.5
55.1
1.08
0.91
3
0.72
2
0.56
3
53.0
53.0
53.0
53.0
20.4
17.2
13.6
10.6
32.8
27.5
21.6
16.7
28.4
28.7
28.9
29.0
0.28
2
0.23
7
0.18
7
0.14
7
26.6
26.4
26.2
26.1
10.6
8.99
7.15
5.62
31.1
30.1
29.0
28.1
9.09
7.87
6.44
5.22
16.8
14.0
11.0
8.61
14.5
14.6
14.7
14.8
41.9
23.8
11.2
5.28
Desi
gnat
ion
Leg-
size
nom
inal
thic
k-ne
ss
mas
spe
rm
etre
root
Actu
alth
ick-
ness
radi
i
(b1-
t)to
e
Gros
sAr
ea o
fcr
oss-
sect
ion
n L=
n r=
c oor
dina
teof
cen
troi
dy 1
=Z x
1=
BR
L
T
x
x y
y
x
x y
y
α =
45˚
12
3 45
y 1
y 4
x5
x3
pp
b1
b1
b-t
1r 1
r 2
b-t
t
1
pT
pB
n
nn
Rn
L
Abou
t x-a
xis
Abou
t y-a
xis
tors
ion
cons
tant
Dimensions and properties Handbook2 Dimensions and properties Handbook
equa
l Ang
les
- co
ntin
ued
x- a
nd y
-axe
sDi
men
sion
s an
d pr
oper
ties
65 x
65
x10
EA
8 EA
6 EA
5 EA
9.02
7.51
5.87
4.56
9.5
7.8
6.0
4.6
6.0
6.0
6.0
6.0
3.0
3.0
3.0
3.0
5.84
7.33
9.83
13.1
1150
957
748
581
19.6
19.0
18.3
17.7
45.4
46.0
46.7
47.3
0.69
1
0.58
9
0.47
1
0.37
1
46.0
46.0
46.0
46.0
15.0
12.8
10.2
8.08
24.3
20.5
16.2
12.7
24.5
24.8
25.1
25.3
0.18
3
0.15
4
0.12
2
0.09
59
23.7
23.4
23.1
23.0
7.71
6.56
5.26
4.18
27.7
26.8
25.8
25.0
6.60
5.73
4.71
3.83
12.5
10.5
8.25
6.46
12.6
12.7
12.8
12.9
35.1
20.0
9.37
4.36
55 x
55
x6
EA
5 EA
4.93
3.84
6.0
4.6
6.0
6.0
3.0
3.0
8.17
11.0
628
489
15.8
15.2
39.2
39.8
0.27
8
0.22
0
38.9
38.9
7.14
5.66
11.4
8.93
21.0
21.2
0.07
23
0.05
71
19.6
19.4
3.69
2.94
22.3
21.5
3.24
2.66
5.82
4.57
10.7
10.8
7.93
3.71
50 x
50
x8
EA
6 EA
5 EA
3 EA
5.68
4.46
3.48
2.31
7.8
6.0
4.6
3.0
6.0
6.0
6.0
6.0
3.0
3.0
3.0
3.0
5.41
7.33
9.87
15.7
723
568
443
295
15.2
14.5
13.9
13.2
34.8
35.5
36.1
36.8
0.25
3
0.20
5
0.16
3
0.11
0
35.4
35.4
35.4
35.4
7.16
5.79
4.61
3.11
11.7
9.30
7.32
4.90
18.7
19.0
19.2
19.3
0.06
75
0.05
36
0.04
24
0.02
89
18.1
17.8
17.6
17.6
3.73
3.01
2.40
1.65
21.5
20.5
19.7
18.7
3.14
2.61
2.15
1.55
6.00
4.76
3.75
2.53
9.66
9.71
9.78
9.90
15.2
7.21
3.38
1.01
45 x
45
x6
EA
5 EA
3 EA
3.97
3.10
2.06
6.0
4.6
3.0
5.0
5.0
5.0
3.0
3.0
3.0
6.50
8.78
14.0
506
394
263
13.3
12.7
12.0
31.7
32.3
33.0
0.14
6
0.11
7
0.07
90
31.8
31.8
31.8
4.59
3.66
2.48
7.41
5.84
3.92
17.0
17.2
17.3
0.03
83
0.03
03
0.02
06
16.0
15.8
15.7
2.39
1.91
1.31
18.8
18.0
17.0
2.04
1.68
1.21
3.79
2.99
2.02
8.71
8.76
8.85
6.32
2.96
0.87
5
40 x
40
x6
EA
5 EA
3 EA
3.50
2.73
1.83
6.0
4.6
3.0
5.0
5.0
5.0
3.0
3.0
3.0
5.67
7.70
12.3
446
348
233
12.0
11.5
10.8
28.0
28.5
29.2
0.09
97
0.08
01
0.05
45
28.3
28.3
28.3
3.53
2.83
1.93
5.75
4.55
3.06
15.0
15.2
15.3
0.02
65
0.02
09
0.01
42
14.3
14.0
13.9
1.86
1.49
1.02
17.0
16.2
15.3
1.55
1.29
0.93
0
2.95
2.33
1.58
7.71
7.75
7.82
5.60
2.63
0.78
5
30 x
30
x6
EA
5 EA
3 EA
2.56
2.01
1.35
6.0
4.6
3.0
5.0
5.0
5.0
3.0
3.0
3.0
4.00
5.52
9.00
326
256
173
9.53
8.99
8.30
20.5
21.0
21.7
0.03
87
0.03
16
0.02
18
21.2
21.2
21.2
1.83
1.49
1.03
3.06
2.45
1.67
10.9
11.1
11.2
0.01
07
0.00
839
0.00
573
10.7
10.5
10.3
0.99
3
0.79
9
0.55
4
13.5
12.7
11.7
0.79
0
0.66
0
0.48
8
1.59
1.26
0.86
2
5.72
5.72
5.76
4.16
1.98
0.60
5
25 x
25
x6
EA
5 EA
3 EA
2.08
1.65
1.12
6.0
4.6
3.0
5.0
5.0
5.0
3.0
3.0
3.0
3.17
4.43
7.33
266
210
143
8.28
7.75
7.07
16.7
17.3
17.9
0.02
10
0.01
73
0.01
21
17.7
17.7
17.7
1.19
0.98
0
0.68
5
2.03
1.65
1.13
8.89
9.07
9.22
0.00
600
0.00
469
0.00
319
8.97
8.73
8.56
0.66
9
0.53
7
0.37
3
11.7
11.0
9.99
0.51
3
0.42
8
0.31
9
1.07
0.84
9
0.58
3
4.75
4.72
4.73
3.44
1.66
0.51
5
b 1 x
b1
tr 1
r 2t
A gp B
p tl x
y 4Z x
4s x
r xl y
x 3Z y
3x 5
Z y5
s yr y
J
mm
mm
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
3 103
mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
3 mm
4
Desi
gnat
ion
Leg-
size
nom
inal
thic
k-ne
ss
mas
spe
rm
etre
root
Actu
alth
ick-
ness
radi
i
(b1-
t)to
e
Gros
sAr
ea o
fcr
oss-
sect
ion
n L=
n r=
coor
dina
teof
cen
troi
dy 1
=Z x
1=Abou
t x-a
xis
Abou
t y-a
xis
tors
ion
cons
tant
BR
L
T
x
x y
y
x
x y
y
α =
45˚
12
3 45
y 1
y 4
x5
x3
pp
b1
b1
b-t
1r 1
r 2
b-t
t
1
pT
pB
n
nn
Rn
L
profiles
EQUALANGLES
Dimensions and properties Handbook Dimensions and properties Handbook 3
equa
l Ang
les
x- a
nd y
-axe
spr
oper
ties
for
Ass
essi
ng s
ecti
on c
apac
ity
Load B
Load D
Load A
Load C
She
arC
entr
e
y
y
x
x
yiel
d st
ress
Form
Fact
orAb
out x
-axi
syi
eld
stre
ssFo
rmFa
ctor
Abou
t x-a
xis
Load
A o
r cLo
ad B
Load
DLo
ad A
or c
Load
BLo
ad D
f yk f
Z ex
Z ey
Z ey
f yk f
Z ex
Z ey
Z ey
m
m m
mm
mm
pa10
3 mm
310
3 mm
310
3 mm
3m
pa10
3 mm
310
3 mm
310
3 mm
3
200
x 20
0 x
26 E
A
20 E
A
18 E
A
16 E
A
13 E
A
280
280
280
300
300
1.00
1.00
1.00
1.00
1.00
300P
LUS*
602
479
427
369
285
267
218
196
172
136
267
220
204
186
158
340
340
340
340
340
1.00
1.00
1.00
1.00
0.95
6
602
469
417
362
278
267
214
192
169
132
267
220
204
186
158
150
x 15
0 x
19 E
A
16 E
A
12 E
A
10 E
A
280
300
300
320
1.00
1.00
1.00
0.95
8
248
212
155
114
110
95.7
72.3
54.5
110
96.3
78.1
64.9
340
340
340
360
1.00
1.00
1.00
0.90
6
248
209
152
111
110
94.5
70.9
53.1
110
96.3
78.1
64.9
125
x 12
5 x
16 E
A
12 E
A
10 E
A
8 EA
300
300
320
320
1.00
1.00
1.00
0.94
3
143
110
83.2
64.3
63.4
50.3
38.9
30.7
63.4
51.7
43.1
36.8
340
340
360
360
1.00
1.00
1.00
0.89
2
143
109
81.6
62.7
63.4
49.6
38.1
29.9
63.4
51.7
43.1
36.8
100
x 10
0 x
12 E
A
10 E
A
8 EA
6 EA
300
320
320
320
1.00
1.00
1.00
0.90
6
69.9
55.1
43.7
30.9
31.1
25.2
20.4
14.8
31.1
26.1
22.4
18.1
340
360
360
360
1.00
1.00
1.00
0.85
6
69.9
54.4
42.9
30.0
31.1
24.8
20.0
14.4
31.1
26.1
22.4
18.1
90 x
90
x10
EA
8 EA
6 EA
320
320
320
1.00
1.00
1.00
45.0
36.0
25.9
20.4
16.7
12.4
20.6
17.8
14.4
360
360
360
1.00
1.00
0.95
4
44.5
35.4
25.3
20.1
16.4
12.1
20.6
17.8
14.4
75 x
75
x10
EA
8 EA
6 EA
5 EA
320
320
320
320
1.00
1.00
1.00
0.92
7
30.5
25.4
18.7
13.2
13.6
11.6
8.85
6.47
13.6
11.8
9.66
7.82
360
360
360
360
1.00
1.00
1.00
0.87
6
30.5
25.1
18.4
12.8
13.6
11.5
8.70
6.30
13.6
11.8
9.66
7.82
AS/N
ZS 3
679.
1-35
0
Abou
t y-a
xis
Abou
t y-a
xis
Desi
gnat
ion
profiles
EQUALANGLES
Dimensions and properties Handbook4 Dimensions and properties Handbook
equa
l Ang
les
- co
ntin
ued
x- a
nd y
-axe
spr
oper
ties
for
Ass
essi
ng s
ecti
on c
apac
ity
Load B
Load D
Load A
Load C
She
arC
entr
e
y
y
x
x
Desi
gnat
ion
yiel
d st
ress
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
syi
eld
stre
ssFo
rmFa
ctor
Abou
t x-a
xis
Abou
t y-a
xis
Load
A o
r cLo
ad B
Load
DLo
ad A
or c
Load
BLo
ad D
f yk f
Z ex
Z ey
Z ey
f yk f
Z ex
Z ey
Z ey
m
m m
mm
mm
pa10
3 mm
310
3 mm
310
3 mm
3m
pa10
3 mm
310
3 mm
310
3 mm
3
AS/N
ZS 3
679.
1-35
0
65 x
65
x10
EA
8 EA
6 EA
5 EA
320
320
320
320
1.00
1.00
1.00
1.00
300P
LUS*
22.5
19.2
14.7
10.6
9.90
8.59
6.76
5.05
9.90
8.59
7.07
5.75
360
360
360
360
1.00
1.00
1.00
1.00
22.5
19.2
14.5
10.4
9.90
8.59
6.66
4.94
9.90
8.59
7.07
5.75
55 x
55
x6
EA
5 EA
320
320
1.00
1.00
10.7
7.88
4.84
3.70
4.86
3.98
360
360
1.00
1.00
10.5
7.75
4.78
3.64
4.86
3.98
50 x
50
x8
EA
6 EA
5 EA
3 EA
320
320
320
320
1.00
1.00
1.00
0.90
7
10.7
8.69
6.60
3.82
4.71
3.92
3.08
1.90
4.71
3.92
3.22
2.32
360
360
360
360
1.00
1.00
1.00
0.85
8
10.7
8.69
6.50
3.71
4.71
3.92
3.03
1.85
4.71
3.92
3.22
2.32
45 x
45
x6
EA
5 EA
3 EA
320
320
320
1.00
1.00
1.00
6.88
5.39
3.19
3.06
2.47
1.55
3.06
2.52
1.81
360
360
360
1.00
1.00
0.95
4
6.88
5.32
3.12
3.06
2.44
1.52
3.06
2.52
1.81
40 x
40
x6
EA
5 EA
3 EA
320
320
320
1.00
1.00
1.00
5.29
4.25
2.59
2.33
1.93
1.25
2.33
1.93
1.40
360
360
360
1.00
1.00
1.00
5.29
4.22
2.54
2.33
1.92
1.23
2.33
1.93
1.40
30 x
30
x6
EA
5 EA
3 EA
320
320
320
1.00
1.00
1.00
2.74
2.23
1.50
1.19
0.99
0
0.71
4
1.19
0.99
0
0.73
2
360
360
360
1.00
1.00
1.00
2.74
2.23
1.48
1.19
0.99
0
0.70
5
1.19
0.99
0
0.73
2
25 x
25
x6
EA
5 EA
3 EA
320
320
320
1.00
1.00
1.00
1.78
1.47
1.03
0.76
9
0.64
2
0.47
9
0.76
9
0.64
2
0.47
9
360
360
360
1.00
1.00
1.00
1.78
1.47
1.03
0.76
9
0.64
2
0.47
9
0.76
9
0.64
2
0.47
9
Note
s:
1. F
or O
neSt
eel-
300P
LUS
sect
ions
the
ten
sile
st
reng
th (
f u)
is 4
40
MPa
.2.
For
Gra
de 3
50 s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is
480
MPa
.3.
One
Stee
l-30
0PLU
S ho
t ro
lled
sect
ions
are
pr
oduc
ed t
o ex
ceed
the
m
inim
um r
equi
rem
ents
of
AS/
NZS
3679
.1-3
00.
4. O
neSt
eel-
300P
LUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for
the
se
sect
ions
in 1
994.
profiles
EQUALANGLES
Dimensions and properties Handbook Dimensions and properties Handbook 5
equa
l Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d pr
oper
ties
l n=l
pn L
=pB
Z nB=
Z pL
n r=p
tZ n
t=Z p
rs n
=sp
r n=r
pl n
p
m
m
mm
m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
310
3 mm
3m
m10
6 mm
4
200
x 20
0 x
26 E
A
20 E
A
18 E
A
16 E
A
13 E
A
35.8
28.8
26.3
23.7
19.7
59.3
57.0
56.2
55.4
54.2
605
505
467
427
363
141
143
144
145
146
255
201
183
164
135
460
363
330
296
243
60.5
61.3
61.5
61.8
62.2
-20.
9
-16.
9
-15.
5
-14.
0
-11.
6
150
x 15
0 x
19 E
A
16 E
A
12 E
A
10 E
A
11.1 9.48
7.46
6.04
44.2
43.0
41.5
40.5
250
220
180
149
106
107
108
109
105 88.7
68.8
55.2
189
160
124 99.9
45.4
45.8
46.3
46.6
-6.4
8
-5.5
8
-4.4
0
-3.5
6
125
x 12
5 x
16 E
A
12 E
A
10 E
A
8 EA
5.32
4.21
3.42
2.86
36.8
35.4
34.4
33.7
144
119 99.4
84.9
88.2
89.6
90.6
91.3
60.3
47.0
37.8
31.3
109 85.0
68.4
56.8
37.9
38.3
38.6
38.8
-3.1
1
-2.4
8
-2.0
2
-1.6
9
100
x 10
0 x
12 E
A
10 E
A
8 EA
6 EA
2.08
1.70
1.42
1.12
29.2
28.2
27.5
26.8
71.1
60.1
51.7
41.8
70.8
71.8
72.5
73.2
29.3
23.6
19.6
15.3
53.2
42.9
35.7
27.8
30.3
30.6
30.8
31.0
-1.2
2
-1.0
0
-0.8
42
-0.6
61
90 x
90
x 10
EA
8 EA
6 EA
1.22
1.02
0.80
5
25.7
25.0
24.3
47.3
40.9
33.2
64.3
65.0
65.7
18.9
15.7
12.3
34.4
28.7
22.4
27.4
27.6
27.7
-0.7
16
-0.6
04
-0.4
75
75 x
75
x 10
EA
8 EA
6 EA
5 EA
0.68
1
0.57
5
0.45
5
0.35
5
22.0
21.3
20.5
19.9
31.0
27.0
22.1
17.9
53.0
53.7
54.5
55.1
12.8
10.7 8.35
6.44
23.4
19.6
15.3
11.8
22.6
22.7
22.9
23.0
-0.3
99
-0.3
38
-0.2
68
-0.2
08
Abou
t n-a
xis
and
p-ax
isDe
sign
atio
npr
oduc
t of 2
ndm
omen
t of A
rea
b 1
r 1r 2
b 1
b 1p T
n Rn L
p B
-t
t
pT
p
nn
b 1-t
R
L
B
profiles
EQUALANGLES
Dimensions and properties Handbook6 Dimensions and properties Handbook
equa
l Ang
les
- co
ntin
ued
n- a
nd p
-axe
sDi
men
sion
s an
d pr
oper
ties
b 1
r 1r 2
b 1
b 1p T
n Rn L
p B
-t
t
pT
p
nn
b 1-t
R
L
B
65 x
65
x 10
EA
8 EA
6 EA
5 EA
0.43
7
0.37
1
0.29
6
0.23
4
19.6
19.0
18.3
17.7
22.3
19.6
16.2
13.2
45.4
46.0
46.7
47.3
9.62
8.07
6.34
4.94
17.4
14.6
11.5
8.97
19.5
19.7
19.9
20.1
-0.2
54
-0.2
18
-0.1
75
-0.1
38
55 x
55
x 6
EA
5 EA
0.17
5
0.13
9
15.8
15.2
11.1
9.12
39.2
39.8
4.46
3.48
8.11
6.34
16.7
16.8
-0.1
03
-0.0
814
50 x
50
x 8
EA
6 EA
5 EA
3 EA
0.16
0
0.12
9
0.10
3
0.06
94
15.2
14.5
13.9
13.2
10.5
8.90
7.36
5.25
34.8
35.5
36.1
36.8
4.61
3.64
2.85
1.89
8.38
6.63
5.19
3.46
14.9
15.1
15.2
15.3
-0.0
928
-0.0
756
-0.0
602
-0.0
405
45 x
45
x 6
EA
5 EA
3 EA
0.09
22
0.07
34
0.04
98
13.3
12.7
12.0
6.93
5.76
4.14
31.7
32.3
33.0
2.91
2.28
1.51
5.30
4.16
2.77
13.5
13.6
13.8
-0.0
538
-0.0
432
-0.0
292
40 x
40
x 6
EA
5 EA
3 EA
0.06
31
0.05
05
0.03
44
12.0
11.5
10.8
5.24
4.39
3.19
28.0
28.5
29.2
2.26
1.77
1.18
4.12
3.24
2.17
11.9
12.0
12.2
-0.0
366
-0.0
296
-0.0
201
30 x
30
x 6
EA
5 EA
3 EA
0.02
47
0.02
00
0.01
38
9.53
8.99
8.30
2.59
2.22
1.66
20.5
21.0
21.7
1.21
0.95
1
0.63
5
2.22
1.76
1.18
8.71
8.83
8.93
-0.0
140
-0.0
116
-0.0
0804
25 x
25
x 6
EA
5 EA
3 EA
0.01
35
0.01
10
0.00
765
8.28
7.75
7.07
1.63
1.42
1.08
16.7
17.3
17.9
0.80
7
0.63
8
0.42
6
1.49
1.19
0.80
2
7.13
7.23
7.33
-0.0
0750
-0.0
0632
-0.0
0446
l n=l
pn L
=pB
Z nB=
Z pL
n r=p
tZ n
t=Z p
rs n
=sp
r n=r
pl n
p
m
m
mm
m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
310
3 mm
3m
m10
6 mm
4
Abou
t n-a
xis
and
p-ax
isDe
sign
atio
npr
oduc
t of 2
ndm
omen
t of A
rea
profiles
EQUALANGLES
Dimensions and properties Handbook Dimensions and properties Handbook 7
Une
qual
Ang
les
x- a
nd y
-axe
sDi
men
sion
s an
d pr
oper
ties
Desig
natio
n
Leg-
size
norm
alth
ickne
ssma
ss
per
met
re
Actu
alth
ick-
ness
radi
i
(b1-
t)(b
2-t)
Gros
s Ar
ea o
f cr
oss
sect
ion
c oor
dina
te
of
cent
roid
Abou
t X-a
xis
Abou
t y-a
xis
torsi
onco
n-st
ant
tan
Alph
ar o
ot
toe
b 1 x
b2
t
r 1r 2
tt
A gp B
n Li x
y 1Z x
1y 4
Z x4
y 5Z x
5s x
r xi y
x 2Z y
2x 3
Z y3
x 5Z y
5s y
r yJ
mm
mm
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
3 mm
4
150
x 10
0 x
12 U
A
10 U
A
22.5
18.0
12.0 9.5
10.0
10.0
5.0
5.0
11.5
14.8
7.33
9.53
2870
2300
49.1
48.1
24.3
23.3
7.51
6.11
102
103
73.5
59.5
75.3
74.9
99.7
81.5
35.2
34.6
213
177
127
102
51.2
51.6
1.35
1.09
27.6
26.9
48.8
40.7
52.9
53.0
25.5
20.6
42.0
40.7
32.1
26.9
51.7
41.8
21.7
21.8
141
71.9
0.43
8
0.44
1
150
x 90
x 1
6 UA
12 U
A
10 U
A
8UA
27.9
21.6
17.3
14.3
15.8
12.0 9.5
7.8
10.0
10.0
10.0
10.0
5.0
5.0
5.0
5.0
8.49
11.5
14.8
18.2
4.70
6.50
8.47
10.5
3550
2750
2200
1820
52.5
51.0
50.0
49.2
22.7
21.2
20.2
19.6
8.80
6.97
5.66
4.73
99.5
100
101
101
88.4
69.4
56.1
46.7
71.9
71.3
70.7
70.3
122
97.8
80.1
67.3
41.9
40.8
40.1
39.5
210
171
141
120
154
120
96.6
80.1
49.8
50.4
50.7
51.0
1.32
1.04
0.84
7
0.71
0
24.6
23.4
22.6
22.1
53.8
44.5
37.4
32.2
49.9
50.1
50.4
50.6
26.5
20.8
16.8
14.0
38.9
37.2
36.1
35.2
34.0
28.0
23.5
20.2
55.9
43.8
35.4
29.5
19.3
19.5
19.6
19.7
300
136
69.0
39.0
0.35
3
0.36
0
0.36
3
0.36
4
125
x 75
x 1
2 UA
10 U
A
8 UA
6 UA
17.7
14.2
11.8
9.16
12.0 9.5
7.8
6.0
8.0
8.0
8.0
8.0
5.0
5.0
5.0
5.0
9.42
12.2
15.0
19.8
5.25
6.89
8.62
11.5
2260
1810
1500
1170
43.3
42.3
41.5
40.7
18.4
17.5
16.8
16.0
3.91
3.20
2.68
2.10
83.2
83.8
84.2
84.7
47.0
38.2
31.8
24.8
59.7
59.3
58.9
58.5
65.5
53.9
45.5
36.0
34.6
33.9
33.3
32.8
113
94.4
80.4
64.1
81.4
65.8
54.6
42.4
41.6
42.0
42.2
42.5
0.58
5
0.47
6
0.39
9
0.31
5
19.9
19.2
18.6
18.0
29.3
24.9
21.5
17.5
41.4
41.6
41.8
42.1
14.1
11.4
9.55
7.47
31.9
30.7
29.9
29.0
18.4
15.5
13.3
10.8
29.7
24.1
20.1
15.7
16.1
16.2
16.3
16.4
110
56.2
31.7
14.8
0.35
6
0.36
0
0.36
3
0.36
4
1
p
x
y
p
x
Ln
y
b1
b2t-
α
b2
r 2
t
nr 1
b1t-
PB
BnL
y
y
x
x2
3 45
x5
y5
x3
x2
y4
y1
profiles
UNEQUALANGLES
Dimensions and properties Handbook8 Dimensions and properties Handbook
Une
qual
Ang
les
- co
ntin
ued
x- a
nd y
-axe
sDi
men
sion
s an
d pr
oper
ties
Desig
natio
n
Leg-
size
norm
alth
ickne
ssma
ss
per
met
re
Actu
alth
ick-
ness
radi
i
(b1-
t)(b
2-t)
Gros
s Ar
ea o
f cr
oss
sect
ion
coor
dina
te
of
cent
roid
Abou
t X-a
xis
Abou
t y-a
xis
torsi
onco
n-st
ant
tan
Alph
aro
ot
toe
b 1 x
b2
t
r 1r 2
tt
A gp B
n Li x
y 1Z x
1y 4
Z x4
y 5Z x
5s x
r xi y
x 2Z y
2x 3
Z y3
x 5Z y
5s y
r yJ
mm
mm
mm
kg/m
mm
mm
mm
mm
2m
mm
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
3m
m10
3 mm
3 103
mm
3m
m10
3 mm
4
100
x 75
x 1
0 UA
8 UA
6 UA
12.4
10.3
7.98
9.5
7.8
6.0
8.0
8.0
8.0
5.0
5.0
5.0
9.53
11.8
15.7
6.89
8.62
11.5
1580
1310
1020
31.8
31.1
30.3
19.4
18.7
17.9
1.89
1.59
1.25
62.9
69.4
69.7
27.3
22.9
17.9
54.5
54.3
54.0
34.6
29.2
23.1
18.6
18.2
17.9
101
87.0
70.0
46.5
38.7
30.1
34.6
34.8
35.1
0.40
1
0.33
7
0.26
5
22.3
21.8
21.4
18.0
15.4
12.4
36.4
36.4
36.5
11.0
9.26
7.27
32.2
31.3
30.3
12.5
10.7
8.75
21.0
17.8
13.9
16.0
16.0
16.2
49.1
27.8
13.0
0.54
6
0.54
9
0.55
1
75 x
50
x 8
UA
6 UA
5 UA
7.23
5.66
4.40
7.8
6.0
4.6
7.0
7.0
7.0
3.0
3.0
3.0
8.62
11.5
15.3
5.41
7.33
9.87
921
721
560
25.2
24.4
23.8
12.8
12.1
11.5
0.58
6
0.46
8
0.37
0
50.8
51.2
51.5
11.5
9.15
7.17
37.8
37.5
37.2
15.5
12.5
9.93
18.0
17.6
17.2
32.5
26.7
21.5
20.0
15.8
12.3
25.2
25.5
25.7
0.10
6
0.08
42
0.06
66
14.2
13.6
13.2
7.46
6.17
5.03
26.4
26.5
26.6
4.01
3.18
2.50
21.7
20.8
20.1
4.88
4.04
3.32
8.19
6.48
5.09
10.7
10.8
10.9
19.5
9.21
4.32
0.43
0
0.43
5
0.43
7
65 x
50
x 8
UA
6 UA
5 UA
6.59
5.16
4.02
7.8
6.0
4.6
6.0
6.0
6.0
3.0
3.0
3.0
7.33
9.83
13.1
5.41
7.33
9.87
840
658
512
21.1
20.4
19.8
13.6
12.9
12.4
0.42
1
0.33
8
0.26
7
44.9
45.2
45.4
9.37
7.48
5.89
36.3
36.1
35.9
11.6
9.35
7.43
11.6
11.2
10.9
36.4
30.2
24.5
16.1
12.7
9.92
22.4
22.7
22.8
0.09
36
0.07
43
0.05
87
15.6
15.1
14.8
6.00
4.91
3.97
23.9
23.9
23.9
3.91
3.11
2.46
22.3
21.4
20.6
4.20
3.48
2.85
7.49
5.93
4.66
10.6
10.6
10.7
17.6
8.29
3.87
0.57
0
0.57
5
0.57
7
1
p
x
y
p
x
Ln
y
b1
b2t-
α
b2
r 2
t
nr 1
b1t-
PB
BnL
y
y
x
x2
3 45
x5
y5
x3
x2
y4
y1
profiles
UNEQUALANGLES
Dimensions and properties Handbook Dimensions and properties Handbook 9
Load
B
Load
D
Load A
Load C
She
arC
entr
e
Une
qual
Ang
les
prop
erti
es f
or A
sses
sing
sec
tion
cap
acit
y
AS/N
ZS 3
679.
1-35
0
Note
s:
1. F
or O
neSt
eel-
300P
LUS
sect
ions
the
ten
sile
st
reng
th (
f u)
is 4
40
MPa
.2.
For
Gra
de 3
50 s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is
480
MPa
.3.
One
Stee
l-30
0PLU
S ho
t ro
lled
sect
ions
are
pr
oduc
ed t
o ex
ceed
the
m
inim
um r
equi
rem
ents
of
AS/
NZS
3679
.1-3
00.
4. O
neSt
eel-
300P
LUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for
the
se
sect
ions
in 1
994.
Desi
gnat
ion
yiel
d st
ress
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
syi
eld
stre
ssFo
rmFa
ctor
Abo
ut x
-axi
sAb
out y
-axi
s
Load
ALo
ad c
Load
BLo
ad D
Load
ALo
ad c
Load
BLo
ad D
f yk f
Z ex
Z ex
Z ey
Z ey
f yk f
Z ex
Z ex
Z ey
Z ey
mm
m
m
mm
mpa
103 m
m3
103 m
m3
103 m
m3
103 m
m3
mpa
103 m
m3
103 m
m3
103 m
m3
103 m
m3
150
x 10
0 x
12 U
A
10 U
A
300
320
1.00
0.97
5
300P
LUS*
102 74.8
110 81.7
35.3
26.0
38.2
30.9
340
360
1.00
0.94
3
100 73.0
110 78.9
34.7
25.3
38.2
30.9
150
x 90
x 1
6 UA
12 U
A
10 U
A
8 UA
300
300
320
320
1.00
1.00
0.97
3
0.86
3
132 96.3
70.6
53.1
133
104 81.8
60.3
39.5
28.8
21.2
15.9
39.8
31.1
25.2
21.0
340
340
360
360
1.00
1.00
0.94
0
0.83
6
130 94.6
68.8
51.2
133
104 79.5
57.9
39.0
28.3
20.6
15.4
39.8
31.1
25.2
21.0
125
x 75
x 1
2 UA
10 U
A
8 UA
6 UA
300
320
320
320
1.00
1.00
0.96
4
0.82
4
68.6
51.6
39.8
26.8
70.5
57.2
46.0
30.1
20.6
15.5
11.9 8.07
21.2
17.2
14.3
11.2
340
360
360
360
1.00
1.00
0.93
1
0.79
9
67.6
50.6
38.8
25.8
70.5
57.2
44.7
28.7
20.3
15.2
11.6 7.75
21.2
17.2
14.3
11.2
100
x 75
x 1
0 UA
8 UA
6 UA
320
320
320
1.00
1.00
0.94
6
39.4
31.2
22.0
40.9
33.1
21.8
15.9
12.6 8.93
16.6
13.9
10.9
360
360
360
1.00
1.00
0.91
7
38.8
30.6
21.4
40.9
32.1
20.7
15.7
12.4 8.68
16.6
13.9
10.9
75 x
50
x 8
UA
6 UA
5 UA
320
320
320
1.00
1.00
0.95
6
17.0
12.6 8.89
17.3
13.7 9.65
5.93
4.37
3.10
6.02
4.77
3.75
360
360
360
1.00
1.00
0.92
6
16.8
12.4 8.66
17.3
13.7 9.30
5.85
4.30
3.02
6.02
4.77
3.75
65 x
50
x 8
UA
6 UA
5 UA
320
320
320
1.00
1.00
1.00
14.1
10.7 7.76
14.1
11.2 7.92
5.86
4.46
3.23
5.86
4.67
3.68
360
360
360
1.00
1.00
1.00
14.1
10.6 7.59
14.1
11.2 7.64
5.86
4.40
3.17
5.86
4.67
3.68
profiles
EQUALANGLES
Dimensions and properties Handbook10 Dimensions and properties Handbook
Une
qual
Ang
les
n- a
nd p
-axe
sDi
men
sion
s an
d pr
oper
ties
l np B
Z nB
p tZ n
ts n
r nl p
n LZ p
Ln r
Z pr
s pr p
l np
m
m
mm
m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
310
3 mm
3m
m10
6 mm
4m
m10
3 mm
3m
m10
3 mm
310
3 mm
3m
m10
6 mm
4
150
x 10
0 x
12 U
A
10 U
A
6.52
5.29
49.1
48.1
133
110
101
102
64.6
51.9
117
94.0
47.7
48.0
2.34
1.91
24.3
23.3
96.2
81.9
75.7
76.7
30.9
24.9
56.0
44.7
28.6
28.8
-2.2
7
-1.8
5
150
x 90
x 1
6 UA
12 U
A
10 U
A
8 UA
7.97
6.29
5.10
4.26
52.5
51.0
50.0
49.2
152
123
102 86.6
97.5
99.0
100
101
81.7
63.5
51.0
42.3
145
114
91.5
76.0
47.4
47.8
48.2
48.4
2.15
1.72
1.41
1.18
22.7
21.2
20.2
19.6
94.9
81.0
69.5
60.4
67.3
68.8
69.8
70.4
32.0
25.0
20.2
16.8
59.5
45.7
36.5
30.1
24.6
25.0
25.3
25.5
-2.3
5
-1.8
9
-1.5
4
-1.2
9
125
x 75
x 1
2 UA
10 U
A
8 UA
6 UA
3.54
2.88
2.41
1.89
43.3
42.3
41.5
40.7
81.8
68.2
58.1
46.5
81.7
82.7
83.5
84.3
43.3
34.9
28.9
22.5
77.3
62.5
52.0
40.6
39.6
39.9
40.1
40.3
0.95
8
0.78
9
0.66
4
0.52
4
18.4
17.5
16.8
16.0
52.0
45.2
39.6
32.7
56.6
57.5
58.2
59.0
16.9
13.7
11.4 8.89
31.4
25.1
20.7
16.0
20.6
20.9
21.0
21.2
-1.0
5
-0.8
67
-0.7
31
-0.5
75
100
x 75
x 1
0 UA
8 UA
6 UA
1.55
1.30
1.02
31.8
31.1
30.3
48.6
41.8
33.7
68.2
68.9
69.7
22.6
18.8
14.6
41.3
34.4
26.9
31.3
31.5
31.7
0.74
3
0.62
6
0.49
4
19.4
18.7
17.9
38.3
33.5
27.5
55.6
56.3
57.1
13.4
11.1 8.67
24.3
20.2
15.7
21.7
21.9
22.0
-0.6
25
-0.5
28
-0.4
16
75 x
50
x 8
UA
6 UA
5 UA
0.51
1
0.40
7
0.32
1
25.2
24.4
23.8
20.3
16.7
13.5
49.8
50.6
51.2
10.3 8.05
6.27
18.5
14.6
11.4
23.6
23.8
23.9
0.18
1
0.14
5
0.11
5
12.8
12.1
11.5
14.1
12.0
10.0
37.2
37.9
38.5
4.86
3.84
3.00
8.96
6.98
5.41
14.0
14.2
14.3
-0.1
74
-0.1
40
-0.1
11
65 x
50
x 8
UA
6 UA
5 UA
0.34
1
0.27
2
0.21
5
21.1
20.4
19.8
16.2
13.4
10.9
43.9
44.6
45.2
7.75
6.10
4.75
14.1
11.1
8.70
20.1
20.3
20.5
0.17
4
0.14
0
0.11
1
13.6
12.9
12.4
12.7
10.8
8.96
36.4
37.1
37.6
4.78
3.77
2.95
8.74
6.85
5.32
14.4
14.6
14.7
-0.1
41
-0.1
14
-0.0
903
Desi
gnat
ion
Abou
t n-a
xis
prod
uct o
f 2nd
mom
ent o
f Are
aAb
out p
-axi
s
b 1r 1
r 2
b 2
b 1
p T
n Rn L
p B
-t
t
pT
p
nn
b 2-t
R
L
B
profiles
UNEQUALANGLES
Dimensions and properties Handbook Dimensions and properties Handbook 11
para
llel F
lang
e ch
anne
lsDi
men
sion
s an
d pr
oper
ties
Desig
natio
n
mass
per
met
rekg
/m
Dept
hof
sect
ion
Flang
ew
idth
Flang
eth
ick-
ness
web
thick
-ne
ssro
otra
dii
Dept
hBe
twee
nFla
nges
d 1(b
f-tw)
Gros
s Ar
ea o
f cr
oss
sect
ion
coor
di-
nate
of
cent
roid
coor
di-
nate
of
shea
r ce
ntre
torsi
onco
nsta
ntwa
rpin
gco
nsta
nt
d
b ft f
t wr 1
d 1t w
2tf
A gX L
X 0i x
Z xs x
r xl y
Z yr
Z yL
s yr y
Ji w
mm
mm
mm
mm
mm
mm
mm
2m
mm
m10
6 mm
410
3 mm
310
3 mm
3m
m10
6 mm
410
3 mm
310
3 mm
310
3 mm
3m
m10
3 mm
410
9 mm
6
380
x 10
0 PF
C
300
x 90
PFC
250
x 90
PFC
230
x 75
PFC
200
x 75
PFC
180
x 75
PFC
150
x 75
PFC
125
x 65
PFC
100
x 50
PFC
75 x
40
PFC
55.2
40.1
35.5
25.1
22.9
20.9
17.7
11.9 8.31
5.92
380
300
250
230
200
180
150
125
100
75
100 90 90 75 75 75 75 65 50 40
17.5
16.0
15.0
12.0
12.0
11.0 9.5
7.5
6.7
6.1
10.0 8.0
8.0
6.5
6.0
6.0
6.0
4.7
4.2
3.8
14 14 12 12 12 12 10 8 8 8
345
268
220
206
176
158
131
110
86.6
62.8
34.5
33.5
27.5
31.7
29.3
26.3
21.8
23.4
20.6
16.5
5.14
5.13
5.47
5.71
5.75
6.27
7.26
8.04
6.84
5.94
7030
5110
4520
3200
2920
2660
2250
1520
1060 754
27.5
27.2
28.6
22.6
24.4
24.5
24.9
21.8
16.7
13.7
56.7
56.1
58.5
46.7
50.5
50.3
51.0
45.0
33.9
27.2
152
72.4
45.1
26.8
19.1
14.1 8.34
3.97
1.74
0.68
3
798
483
361
233
191
157
111
63.5
34.7
18.2
946
564
421
271
221
182
129 73
40.3
21.4
147.
0
119.
0
99.9
91.4
80.9
72.9
60.8
51.1
40.4
30.1
6.48
4.04
3.64
1.76
1.65
1.51
1.29
0.65
8
0.26
7
0.12
89.4
64.4
59.3
33.6
32.7
29.9
25.7
15.2 8.01
4.56
236.
0
148.
0
127.
0
77.8
67.8
61.5
51.6
30.2
16.0 8.71
161.
0
117.
0
107.
0
61.0
58.9
53.8
46.0
27.2
14.4 8.2
30.4
28.1
28.4
23.5
23.8
23.8
23.9
20.8
15.9
12.6
472.
0
290.
0
238.
0
108.
0
101.
0
81.4
54.9
23.1
13.2
8.13
151.
00
58.2
0
35.9
0
15.0
0
10.6
0
7.82
4.59
1.64
0.42
4
0.10
6
Abou
t y-a
xis
Abou
t x-a
xis
d 1
r 1
bf
b -
tf
wx o x L
d
y y
xx
R
L
t ft f
t wLo
ad A
Load
B
She
arC
entr
e
ones
teel
-300
pLU
s
profiles
PARALLELFLANGE
CHANNELS
Dimensions and properties Handbook12 Dimensions and properties Handbook
Note
s:
1. F
or O
neSt
eel-
300P
LUS
sect
ions
the
ten
sile
st
reng
th (
f u)
is 4
40
MPa
.2.
For
Gra
de 3
50 s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is
480
MPa
.3.
One
Stee
l-30
0PLU
S ho
t ro
lled
sect
ions
are
pr
oduc
ed t
o ex
ceed
the
m
inim
um r
equi
rem
ents
of
AS/
NZS
3679
.1-3
00.
4. O
neSt
eel-
300P
LUS
repl
aced
Gra
de 2
50 a
s th
e ba
se g
rade
for
the
se
sect
ions
in 1
994.
Flan
gew
ebLo
ad A
Load
BFl
ange
web
Load
ALo
ad B
Desi
gnat
ion
f yf y
Z e
xZ e
yZ e
yDe
sign
atio
nf y
f yZ e
xZ e
yZ e
ymp
amp
ak f
103 m
m3
103 m
m3
103 m
m3
mpa
mpa
k f10
3 mm
310
3 mm
310
3 mm
3
380
x 10
0 PF
C
300
x 90
PFC
250
x 90
PFC
230
x 75
PFC
200
x 75
PFC
180
x 75
PFC
150
x 75
PFC
125
x 65
PFC
100
x 50
PFC
75 x
40
PFC
280
300
300
300
300
300
320
320
320
320
320
320
320
320
320
320
320
320
320
320
1 1 1 1 1 1 1 1 1 1
946
564
421
271
221
182
129 72.8
40.3
21.4
115 82.3
88.7
45.1
46.7
44.8
38.5
22.8
12.0 6.84
134 96.6
89.0
50.4
49.1
44.8
38.5
22.8
12.0 6.84
380P
FC
300P
FC
250P
FC
230P
FC
200P
FC
180P
FC
150P
FC
125P
FC
100P
FC
75PF
C
340
340
340
340
340
340
360
360
360
360
360
360
360
360
360
360
360
360
360
360
1 1 1 1 1 1 1 1 1 1
946
564
421
271
221
182
129 72 40.3
21.4
104 77.2
84.9
42.6
44.5
44.1
38.5
22.5
12.0 6.84
134 96.6
89.0
50.4
49.1
44.8
38.5
22.8
12.0 6.84
Form
Fact
orFo
rmFa
ctor
A s 3
679.
1-35
0Ab
out y
-axi
sAb
out x
-axi
son
este
el-3
00pL
Us
Abou
t y-a
xis
Abou
t x-a
xis
para
llel F
lang
e ch
anne
ls -
con
tinu
edpr
oper
ties
for
Ass
essi
ng s
ecti
on c
apac
ity
d 1
r 1
bf
b -
tf
wx o x L
d
y y
xx
R
L
t ft f
t wLo
ad A
Load
B
She
arC
entr
e
profiles
PARALLELFLANGE
CHANNELS
Dimensions and properties Handbook Dimensions and properties Handbook 13
tape
r Fl
ange
cha
nnel
spr
oper
ties
for
Ass
essi
ng s
ecti
on c
apac
ity
Desi
gnat
ion
mas
s pe
rAr
ea o
fse
ctio
nce
ntre
of
Grav
ity
A
Bm
etre
t 1t 2
r 1r 2
c yJ x
J yi x
i yZ x
Z y
mm
mm
kg/m
mm
mm
mm
mm
mm
2m
m10
6 mm
410
6 mm
4m
mm
m10
3 mm
310
3 mm
3
100
x 50
TFC
70 X
40
TFC
9.36
6.92
5 5
7.5 7
8 8
4 4
1192 882
15.5
12.7
1.89
0.75
9
0.26
9
0.12
4
39.8
29.3
15.0
11.9
37.8
20.2
7.82
4.54
thic
knes
sco
rner
radi
usm
omen
t of
iner
tia
radi
us o
fGy
rati
onm
odul
us o
fse
ctio
n
At 1
t 2
r 2r 2r 1
B
B 2
95
x
y y
x
c y
i x i x
i yi y
profiles
TAPERFLANGE
CHANNELS
Dimensions and properties Handbook14 Dimensions and properties Handbook
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
/ C
400L
0 (T
S 10
0)
Abou
t x-a
xis
Abou
t y-a
xis
Dim
ensi
ons
nom
inal
thic
k-ne
ss
sect
ion
prop
erti
esco
-ord
inat
esof
cent
roid
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
insi
deco
rner
radi
us
Full
Area
of
sect
ion
b 1
b 2
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
m
m
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
x 15
0 x
8.0
CA
5.0
CA
18.0
10.8
8.0
4.7
8.0
4.0
106
106
53.5
53.4
51.6
52.4
2290
1380
8.30
5.04
78.3
47.6
120
72.4
60.2
60.6
1.96
1.23
36.7
23.0
38.1
23.4
58.2
35.6
29.3
29.9
125
x 12
5 x
8.0
CA
5.0
CA
4.0
CA
14.9 8.95
7.27
8.0
4.7
3.8
8.0
4.0
4.0
88.4
88.4
88.4
44.6
44.5
44.4
42.8
43.6
43.4
1890
1140 926
4.73
2.89
2.36
53.5
32.7
26.7
82.7
50.0
40.7
50.0
50.4
50.5
1.11
0.69
9
0.57
2
24.7
15.7
12.9
25.8
16.0
13.2
39.6
24.4
19.9
24.1
24.8
24.9
100
x 10
0 x
8.0
CA
6.0
CA
11.7 8.92
8.0
6.0
8.0
8.0
70.7
70.7
35.8
35.5
33.9
33.6
1490
1140
2.36
1.83
33.4
25.8
52.0
39.8
39.8
40.1
0.54
2
0.42
1
15.1
11.9
16.0
12.5
24.7
19.0
19.0
19.3
90 x
90
x 8.
0 CA
5.0
CA
10.5 6.37
8.0
4.7
8.0
4.0
63.6
63.6
32.3
32.2
30.4
31.2
1330 811
1.70
1.06
26.7
16.6
41.7
25.5
35.7
36.1
0.38
6
0.25
2
12.0 7.83
12.7 8.06
19.7
12.4
17.0
17.6
x
x y
y
α =
45˚
12
3 45
y 1
y 4
x5x3
b2
b1
r i
t
x
x y
y
F FTh
ese
item
s ar
e no
t com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on re
ques
t. A
min
imum
ord
er q
uant
ity m
ay a
pply
on
som
e si
zes.
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
= 40
0 M
Pa a
nd f u
= 4
50 M
Pa)
2.
Fu
ll se
ctio
n pr
oper
ties
are
calc
ulat
ed in
acc
orda
nce
with
AS/
NZS
4600
.
F
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 15
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
/ C
400L
0 /
C350
L0 (
TS 1
00)
Abou
t x-a
xis
Abou
t y-a
xis
Dim
ensi
ons
nom
inal
thic
k-ne
ss
sect
ion
prop
erti
esco
-ord
inat
esof
cent
roid
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
insi
deco
rner
radi
us
Full
Area
of
sect
ion
b 1
b 2
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
m
m
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 x
75
x 8.
0 CA
6.0
CA
5.0
CA
4.0
CA
8.59
6.56
5.26
4.29
8.0
6.0
4.7
3.8
8.0
8.0
4.0
4.0
53.0
53.0
53.0
53.0
26.9
26.7
26.8
26.7
25.1
24.8
25.9
25.8
1090 836
670
546
0.95
7
0.74
7
0.60
1
0.49
5
18.0
14.1
11.3 9.34
28.4
21.9
17.5
14.3
29.6
29.9
30.0
30.1
0.21
3
0.16
7
0.14
2
0.11
7
7.89
6.26
5.29
4.39
8.46
6.73
5.48
4.55
13.2
10.2 8.44
6.93
13.9
14.1
14.6
14.7
65 x
65
x 6.
0 CA
5.0
CA
4.0
CA
5.62
4.52
3.69
6.0
4.7
3.8
8.0
4.0
4.0
46.0
46.0
46.0
23.1
23.3
23.2
21.3
22.4
22.2
716
576
470
0.47
7
0.38
6
0.31
8
10.4 8.39
6.93
16.2
13.0
10.7
25.8
25.9
26.0
0.10
4
0.09
02
0.07
47
4.52
3.87
3.22
4.91
4.03
3.36
7.50
6.24
5.13
12.1
12.5
12.6
50 x
50
x 6.
0 CA
5.0
CA
4.0
CA
2.5
CA
4.21
3.42
2.79
1.81
6.0
4.7
3.8
2.4
8.0
4.0
4.0
2.5
35.4
35.4
35.4
35.4
17.8
18.0
17.9
17.8
16.0
17.1
16.9
17.2
536
435
356
230
0.20
8
0.17
0
0.14
1
0.09
30
5.89
4.80
3.99
2.63
9.29
7.53
6.20
4.04
19.7
19.8
19.9
20.1
0.04
34
0.03
89
0.03
24
0.02
21
2.44
2.16
1.81
1.24
2.71
2.28
1.91
1.28
4.18
3.56
2.94
1.95
9.00
9.45
9.54
9.79
45 x
45
x 4.
0 CA
2.5
CA
2.50
1.62
3.8
2.4
4.0
2.5
31.8
31.8
16.1
16.0
15.2
15.4
318
206
0.10
2
0.06
73
3.19
2.11
4.98
3.25
17.9
18.1
0.02
31
0.01
59
1.43
0.99
0
1.52
1.03
2.35
1.57
8.52
8.77
40 x
40
x 4.
0 CA
2.5
CA
2.20
1.43
3.8
2.4
4.0
2.5
28.3
28.3
14.3
14.3
13.4
13.7
280
182
0.07
02
0.04
68
2.48
1.65
3.89
2.55
15.8
16.0
0.01
57
0.01
10
1.10
0.76
8
1.17
0.80
1
1.82
1.22
7.50
7.75
30 x
30
x 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
x
x y
y
α =
45˚
12
3 45
y 1
y 4
x5x3
b2
b1
r i
t
x
x y
y
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.
Fu
ll se
ctio
n pr
oper
ties
are
calc
ulat
ed in
acc
orda
nce
with
AS/
NZS
4600
.
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook16 Dimensions and properties Handbook
b2
pb
2
b1
r i
t
nn
p
p
L
T
RB
nn
p
pT
pB
nR
p
nL
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)
Des
igna
tion
mas
spe
rm
etre
Actu
alth
ickn
ess
insi
deco
rner
radi
us
Full
Area
of
sect
ion
p rod
uct o
f2n
d m
omen
tof
Are
a
tr i
p B=n
Lp t
=nr
A fI n
=Ip
Z nB=
Z pL
Z nt=
Z pr
S n=S
pr n
=rp
I np
m
m
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
x 10
0 x
8.0
CA
5.0
CA
18.0
10.8
8.0
4.7
8.0
4.0
41.2
39.6
109
110
2290
1380
5.13
3.14
125 79.1
47.2
28.4
85.2
51.2
47.3
47.7
-3.1
7
-1.9
1
125
x 12
5 x
8.0
CA
5.0
CA
4.0
CA
14.9 8.95
7.27
8.0
4.7
3.8
8.0
4.0
4.0
34.9
33.4
33.0
90.1
91.6
92.0
1890
1140 926
2.92
1.80
1.47
83.5
53.8
44.5
32.4
19.6
16.0
58.5
35.3
28.8
39.2
39.7
39.8
-1.8
1
-1.1
0
-0.8
96
100
x 10
0 x
8.0
CA
6.0
CA
11.7 8.92
8.0
6.0
8.0
8.0
28.7
27.9
71.3
72.1
1490
1140
1.45
1.12
50.6
40.3
20.4
15.6
36.8
28.2
31.2
31.5
-0.9
10
-0.7
03
90 x
90
x 8.
0 CA
5.0
CA
10.5 6.37
8.0
4.7
8.0
4.0
26.2
24.6
63.8
65.4
1330 811
1.04
0.65
4
39.8
26.6
16.3
10.0
29.5
18.0
27.9
28.4
-0.6
57
-0.4
02
sect
ion
prop
erti
es
size b 2
n orm
alth
ick-
ness
Leg
b 1
co-o
rdin
ates
ofce
ntro
id
Abou
t n- a
nd p
- axe
s
Dim
ensi
ons
F F FTh
ese
item
s ar
e no
t com
mon
ly s
tock
ed b
ut a
re a
vaila
ble
on re
ques
t. A
min
imum
ord
er q
uant
ity m
ay a
pply
on
som
e si
zes.
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.
Fu
ll se
cti o
n pr
oper
ties
are
calc
ulat
ed in
acc
orda
nce
with
AS/
NZS
4600
.
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 17
b2
pb
2
b1
r i
t
nn
p
p
L
T
RB
nn
p
pT
pB
nR
p
nL
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
/ C
400L
0 /
C350
L0 (
TS 1
00)
Abou
t n- a
nd p
- axe
spr
oduc
t of
2nd
mom
ent
of A
rea
Dim
ensi
ons
nom
inal
thic
k-ne
ss
sect
ion
prop
erti
esco
-ord
inat
esof
cent
roid
Desi
gnat
ion
Le
g s
ize
mas
spe
rm
etre
Actu
alth
ickn
ess
insi
deco
rner
radi
us
Full
Area
of
sect
ion
b 1
b 2t
r i p
B= n
Lp t
= n
rA f
i n =
i pZ n
B =
Z pL
Z nt
= Z p
rs n
= s
pr n
= r p
i np
mm
m
m
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 x
75
x 8.
0 CA
6.0
CA
5.0
CA
4.0
CA
8.59
6.56
5.26
4.29
8.0
6.0
4.7
3.8
8.0
8.0
4.0
4.0
22.5
21.7
20.9
20.5
52.5
53.3
54.1
54.5
1090 836
670
546
0.58
5
0.45
7
0.37
2
0.30
6
26.0
21.1
17.8
14.9
11.1 8.57
6.86
5.62
20.1
15.5
12.4
10.1
23.1
23.4
23.5
23.7
-0.3
72
-0.2
90
-0.2
30
-0.1
89
65 x
65
x 6.
0 CA
5.0
CA
4.0
CA
5.62
4.52
3.69
6.0
4.7
3.8
8.0
4.0
4.0
19.2
18.4
18.0
45.8
46.6
47.0
716
576
470
0.29
1
0.23
8
0.19
7
15.2
13.0
10.9
6.35
5.10
4.18
11.5 9.22
7.56
20.2
20.3
20.5
-0.1
86
-0.1
48
-0.1
22
50 x
50
x 6.
0 CA
5.0
CA
4.0
CA
2.5
CA
4.21
3.42
2.79
1.81
6.0
4.7
3.8
2.4
8.0
4.0
4.0
2.5
15.4
14.6
14.3
13.6
34.6
35.4
35.7
36.4
536
435
356
230
0.12
6
0.10
4
0.08
68
0.05
76
8.15
7.14
6.08
4.23
3.64
2.95
2.43
1.58
6.59
5.33
4.39
2.86
15.3
15.5
15.6
15.8
-0.0
823
-0.0
655
-0.0
544
-0.0
355
45 x
45
x 4.
0 CA
2.5
CA
2.50
1.62
3.8
2.4
4.0
2.5
13.0
12.4
32.0
32.6
318
206
0.06
23
0.04
16
4.79
3.36
1.95
1.27
3.52
2.30
14.0
14.2
-0.0
392
-0.0
257
40 x
40
x 4.
0 CA
2.5
CA
2.20
1.43
3.8
2.4
4.0
2.5
11.8
11.1
28.2
28.9
280
182
0.04
30
0.02
89
3.65
2.60
1.52
0.99
9
2.75
1.80
12.4
12.6
-0.0
272
-0.0
179
30 x
30
x 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
Note
s:
1.
Ste
el g
rade
C45
0L0
/ C4
00L0
/ C
350L
0 (f
or t
< 2
.5m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa, fo
r 2.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
).2.
Ful
l sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook18 Dimensions and properties Handbook
Dura
Gal e
qual
Ang
les
x- a
nd y
-axe
sef
fect
ive
sect
ion
prop
erti
esGr
ade
C450
L0 /
C40
0L0
(TS
100)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
erra
dius
b1
- ro
b
2 - r
o t
t
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
n A
e A f
Abou
t x-a
xis
Abou
t y-a
xis
b 1
b 2
tr o
f yA e
I ex1
= I e
x4Z e
x1 =
Zex
4I e
y2,3
Z ey2
,3I e
y5Z e
y5
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
150
x 15
0 x
8.0
CA
5.0
CA
18.0
10.8
8.0
4.7
16.0 8.7
16.8
30.1
16.8
30.1
400
450
1610 572
0.70
1
0.41
6
5.74
1.99
60.8
25.3
1.56
0.54
4
31.4
13.2
1.96
1.23
36.7
23.0
125
x 12
5 x
8.0
CA
5.0
CA
4.0
CA
14.9 8.95
7.27
8.0
4.7
3.8
16.0 8.7
7.8
13.6
24.7
30.8
13.6
24.7
30.8
400
450
450
1530 560
379
0.80
9
0.49
1
0.40
9
3.90
1.34
0.91
7
46.9
19.4
14.0
1.05
0.36
8
0.24
8
23.9
10.2 7.31
1.11
0.69
9
0.57
2
24.7
15.7
12.9
100
x 10
0 x
8.0
CA
6.0
CA
11.7 8.92
8.0
6.0
16.0
14.0
10.5
14.3
10.5
14.3
400
450
1410 859
0.94
6
0.75
6
2.36
1.38
33.4
21.3
0.54
2
0.36
3
15.1
10.7
0.54
2
0.42
1
15.1
11.9
90 x
90
x 8.
0 CA
5.0
CA
10.5 6.37
8.0
4.7
16.0 8.7
9.25
17.3
9.25
17.3
400
450
1330 530
1.00
0.65
4
1.70
0.67
2
26.7
12.2
0.38
6
0.18
5
12.0 6.33
0.38
6
0.25
2
12.0 7.83
F 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.
Note
s:
1. S
teel
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
Pa a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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
are
for
com
pres
sion
at
poin
ts “
2” a
nd “
3”;
I ey5
and
Zey
5
ar
e fo
r co
mpr
essi
on a
t po
int
“5”.
5. E
ffec
tive
sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
x
x y
y1
2
3 45
b2
b1
r o
t
x
x y
y
F F
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 19
Dura
Gal e
qual
Ang
les
x- a
nd y
-axe
sef
fect
ive
sect
ion
prop
erti
esGr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(TS
100)
Note
s:
1.
Ste
el g
rade
C45
0L0
/ C4
00L0
/ C
350L
0 (f
or t
< 2
.5m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa, fo
r 2.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
Pa a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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
are
for
com
pres
sion
at
poin
ts “
2” a
nd “
3”; I e
y5 a
nd Z
ey5
are
for
com
pres
sion
at
poin
t “5
”.5.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
nom
inal
thic
k-ne
ss
Dim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
err a
dius
b 1 -
r o
b 2
- r o
t
t
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
n A
e A f
Abou
t x-a
xis
Abou
t y-a
xis
b 1
b 2
tr o
f yA e
I ex1
= I e
x4Z e
x1 =
Zex
4I e
y2,3
Z ey2
,3I e
y5Z e
y5
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
75 x
75
x 8.
0 CA
6.0
CA
5.0
CA
4.0
CA
8.59
6.56
5.26
4.29
8.0
6.0
4.7
3.8
16.0
14.0 8.7
7.8
7.38
10.2
14.1
17.7
7.38
10.2
14.1
17.7
400
450
450
450
1090 781
508
353
1.00
0.93
4
0.75
9
0.64
6
0.95
7
0.73
5
0.45
8
0.31
0
18.0
13.9 9.41
6.78
0.21
3
0.16
7
0.12
5
0.08
40
7.89
6.26
4.84
3.49
0.21
3
0.16
7
0.14
2
0.11
7
7.89
6.26
5.29
4.39
65 x
65
x 6.
0 CA
5.0
CA
4.0
CA
5.62
4.52
3.69
6.0
4.7
3.8
14.0 8.7
7.8
8.50
12.0
15.1
8.5
12.0
15.1
450
450
450
716
487
342
1.00
0.84
6
0.72
7
0.47
7
0.33
7
0.23
0
10.4 7.65
5.54
0.10
4
0.09
02
0.06
19
4.52
3.87
2.83
0.10
4
0.09
02
0.07
47
4.52
3.87
3.22
50 x
50
x 6.
0 CA
5.0
CA
4.0
CA
2.5
CA
4.21
3.42
2.79
1.81
6.0
4.7
3.8
2.4
14.0 8.7
7.8
4.9
6.00
8.79
11.1
18.8
6.00
8.79
11.1
18.8
450
450
450
350
536
435
316
156
1.00
1.00
0.88
8
0.67
6
0.20
8
0.17
0
0.13
1
0.06
15
5.89
4.80
3.78
1.98
0.04
34
0.03
89
0.03
24
0.01
69
2.44
2.16
1.81
1.03
0.04
34
0.03
89
0.03
24
0.02
21
2.44
2.16
1.81
1.24
45 x
45
x 4.
0 CA
2.5
CA
2.50
1.62
3.8
2.4
7.8
4.9
9.79
16.7
9.79
16.7
450
350
303
152
0.95
2
0.73
6
0.10
2
0.04
94
3.19
1.71
0.02
31
0.01
35
1.43
0.88
4
0.02
31
0.01
59
1.43
0.99
0
40 x
40
x 4.
0 CA
2.5
CA
2.20
1.43
3.8
2.4
7.8
4.9
8.47
14.6
8.47
14.6
450
350
280
147
1.00
0.80
6
0.07
02
0.03
85
2.48
1.45
0.01
57
0.01
04
1.10
0.74
0
0.01
57
0.01
10
1.10
0.76
8
30 x
30
x 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
x
x y
y1
2
3 45
b2
b1
r o
t
x
x y
yDuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook20 Dimensions and properties Handbook
Dura
Gal e
qual
Ang
les
n- a
nd p
-axe
sef
fect
ive
sect
ion
prop
erti
esGr
ade
C450
L0 /
C40
0L0
(TS
100)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
erra
dius
b
1 - r
o
b2
- ro
t
t
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
n A
e A f
Abou
t n- a
nd p
- axi
s
b 1
b 2
tr o
f yA e
I en t
= I e
prZ e
nt =
Zep
rI e
nB =
I epL
Z enB
= Z
epL
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
150
x 15
0 x
8.0
CA
5.0
CA
18.0
10.8
8.0
4.7
16.0 8.7
16.8
30.1
16.8
30.1
400
450
1610 572
0.70
1
0.41
6
3.17
0.79
1
33.8
11.0
5.04
2.57
46.8
25.9
125
x 12
5 x
8.0
CA
5.0
CA
4.0
CA
14.9 8.95
7.27
8.0
4.7
3.8
16.0 8.7
7.8
13.6
24.7
30.8
13.6
24.7
30.8
400
450
450
1530 560
379
0.80
9
0.49
1
0.40
9
2.34
0.59
4
0.35
7
27.8 9.13
6.01
2.92
1.57
1.20
32.4
18.4
14.5
100
x 10
0 x
8.0
CA
6.0
CA
11.7 8.92
8.0
6.0
16.0
14.0
10.5
14.3
10.5
14.3
400
450
1410 859
0.94
6
0.75
6
1.45
0.78
2
20.4
12.1
1.45
1.12
20.4
15.6
90 x
90
x 8.
0 CA
5.0
CA
10.5 6.37
8.0
4.7
16.0 8.7
9.25
17.3
9.25
17.3
400
450
1330 530
1.00
0.65
4
1.04
0.35
7
16.3 6.58
1.04
0.62
9
16.3 9.83
F 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.No
tes:
1. S
teel
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
P a a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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
co
mpr
essi
on a
t po
int
“L”.
5. E
ffec
tive
sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
b2
pb
2
b1
r o
t
nn
p
p
L
T
RB
nn
p
p
F F
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 21
Dura
Gal e
qual
Ang
les
n- a
nd p
-axe
sef
fect
ive
sect
ion
prop
erti
esGr
ade
C450
L0 /
C40
0L0
/ C3
50L0
(TS
100)
Note
s:
1.
Ste
el g
rade
C45
0L0
/ C4
00L0
/ C
350L
0 (f
or t
< 2
.5m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa, fo
r 2.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
P a a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
nom
inal
thic
k-ne
ss
Dim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
erra
dius
b1
- ro
b
2 - r
o t
t
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
n A
e A f
Abou
t n- a
nd p
- axi
s
b 1
b 2
tr o
f yA e
I en t
= I e
prZ e
nt =
Zep
rI e
nB =
I epL
Z enB
= Z
epL
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
75 x
75
x 8.
0 CA
6.0
CA
5.0
CA
4.0
CA
8.59
6.56
5.26
4.29
8.0
6.0
4.7
3.8
16.0
14.0 8.7
7.8
7.38
10.2
14.1
17.7
7.38
10.2
14.1
17.7
400
450
450
450
1090 781
508
353
1.00
0.93
4
0.75
9
0.64
6
0.58
5
0.45
7
0.26
6
0.16
2
11.1 8.57
5.45
3.62
0.58
5
0.45
7
0.37
2
0.29
3
11.1 8.57
6.86
5.51
65 x
65
x 6.
0 CA
5.0
CA
4.0
CA
5.62
4.52
3.69
6.0
4.7
3.8
14.0 8.7
7.8
8.50
12.0
15.1
8.5
12.0
15.1
450
450
450
716
487
342
1.00
0.84
6
0.72
7
0.29
1
0.20
8
0.12
9
6.35
4.65
3.13
0.29
1
0.23
8
0.19
5
6.35
5.10
4.17
50 x
50
x 6.
0 CA
5.0
CA
4.0
CA
2.5
CA
4.21
3.42
2.79
1.81
6.0
4.7
3.8
2.4
14.0 8.7
7.8
4.9
6.00
8.79
11.1
18.8
6.00
8.79
11.1
18.8
450
450
450
350
536
435
316
156
1.00
1.00
0.88
8
0.67
6
0.12
6
0.10
4
0.08
21
0.03
33
3.64
2.95
2.34
1.08
0.12
6
0.10
4
0.08
68
0.05
60
3.64
2.95
2.43
1.56
45 x
45
x 4.
0 CA
2.5
CA
2.50
1.62
3.8
2.4
7.8
4.9
9.79
16.7
9.79
16.7
450
350
303
152
0.95
2
0.73
6
0.06
23
0.02
81
1.95
0.97
2
0.06
23
0.04
14
1.95
1.27
40 x
40
x 4.
0 CA
2.5
CA
2.20
1.43
3.8
2.4
7.8
4.9
8.47
14.6
8.47
14.6
450
350
280
147
1.00
0.80
6
0.04
30
0.02
31
1.52
0.85
6
0.04
30
0.02
89
1.52
0.99
9
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
b2
pb
2
b1
r o
t
nn
p
p
L
T
RB
nn
p
p
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook22 Dimensions and properties Handbook
Dura
Gal e
qual
Ang
les
x- a
nd y
-axe
sse
ctio
n pr
oper
ties
for
mem
ber
stab
ility
Grad
e C4
50L0
/ C
400L
0 /
C350
L0 (
TS 1
00)
nom
inal
thic
k-ne
ss
F T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
ar
e av
aila
ble
on r
eque
st. A
min
imum
ord
er
quan
tity
may
app
ly o
n so
me
size
s.
Note
s:
1.
Ste
el g
rade
C45
0L0
/ C4
00L0
/ C
350L
0 (f
or
t < 2
.5m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa,
for
2.5m
m <
t <
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa
and
f u =
450
MPa
).2.
Wit
h th
e ex
cept
ion
of J
, pr
oper
ties
are
ca
lcul
ated
ass
umin
g a
sim
plifi
ed s
hape
w
here
the
ben
ds a
re e
limin
ated
and
the
se
ctio
n is
rep
rese
nted
by
stra
ight
mid
-lin
es
in a
ccor
danc
e w
ith
Clau
se 2
.1.2
.1 o
f AS
/NZS
46
00.
3. ß
x is
zer
o fo
r eq
ual a
ngle
s.4.
Iw
is e
qual
to
zero
for
ang
les.
5. T
he s
hear
cen
tre
is a
ssum
ed t
o be
loca
ted
at t
he in
ters
ecti
on o
f th
e ce
ntre
line
s of
the
an
gle
legs
.
D
esig
nati
on
Le
g s
ize
mas
spe
rm
etre
tors
ion
cons
tant
coor
dina
teof
shea
r cen
tre
pola
r rad
ius
ofGy
rati
on a
bout
the
shea
r cen
tre
mon
osym
met
ryse
ctio
nco
nsta
nt
b1
b
2J
x0
r 01
ß y
mm
m
m
mm
kg/m
103 m
m4
mm
mm
m
m
150
x 15
0 x
8.0
CA5.
0 CA
18.0
10.8
49.0
10.1
51.6
52.2
84.3
85.2
206
209
125
x 12
5 x
8.0
CA5.
0 CA
4.0
CA
14.9 8.95
7.27
40.4 8.39
4.46
42.8
43.4
43.5
69.9
70.8
71.1
171
173
174
100
x 10
0 x
8.0
CA6.
0 CA
11.7 8.92
31.9
13.6
33.9
34.3
55.4
56.0
136
137
90 x
90
x 8.
0 CA
5.0
CA10
.5 6.37
28.5 5.97
30.4
31.0
49.7
50.6
122
124
75 x
75
x 8.
0 CA
6.0
CA5.
0 CA
4.0
CA
8.59
6.56
5.26
4.29
23.4
10.0 4.93
2.63
25.1
25.5
25.7
25.8
41.0
41.6
41.9
42.2
100
102
103
103
65 x
65
x 6.
0 CA
5.0
CA4.
0 CA
5.62
4.52
3.69
8.59
4.24
2.26
21.9
22.2
22.3
35.8
36.2
36.4
87.7
88.6
89.2
50 x
50
x 6.
0 CA
5.0
CA4.
0 CA
2.5
CA
4.21
3.42
2.79
1.81
6.43
3.20
1.71
0.44
2
16.6
16.8
17.0
17.3
27.1
27.5
27.8
28.2
66.5
67.4
68.0
69.0
45 x
45
x 4.
0 CA
2.5
CA2.
501.
621.
530.
396
15.2
15.5
24.9
25.3
61.0
61.9
40 x
40
x 4.
0 CA
2.5
CA2.
201.
431.
350.
350
13.5
13.7
22.0
22.4
53.9
54.9
30 x
30
x 2.
5 CA
1.06
0.25
810
.216
.640
.7
F F
x
x
y
yα
= 4
5˚
xoS
hear
Cen
tre
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 23
F T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
ar
e av
aila
ble
on r
eque
st. A
min
imum
ord
er
quan
tity
may
app
ly o
n so
me
size
s.
Note
s:
1.
Ste
el g
rade
C45
0L0
/ C4
00L0
/ C
350L
0 (f
or
t < 2
.5m
m f
y =
350
MPa
and
fu
= 40
0 M
Pa,
for
2.5m
m <
t <
6.0
mm
fy
= 45
0 M
Pa a
nd f
u =
500
MPa
, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa
and
f u =
450
MPa
).2.
Wit
h th
e ex
cept
ion
of J
, pr
oper
ties
are
ca
lcul
ated
ass
umin
g a
sim
plifi
ed s
hape
w
here
the
ben
ds a
re e
limin
ated
and
the
se
ctio
n is
rep
rese
nted
by
stra
ight
mid
-lin
es
in a
ccor
danc
e w
ith
Clau
se 2
.1.2
.1 o
f AS
/NZS
46
00.
3. ß
x is
zer
o fo
r eq
ual a
ngle
s.4.
Iw
is e
qual
to
zero
for
ang
les.
5. T
he s
hear
cen
tre
is a
ssum
ed t
o be
loca
ted
at t
he in
ters
ecti
on o
f th
e ce
ntre
line
s of
the
an
gle
legs
.
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)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
sect
ion
prop
erti
esDe
sign
atio
n
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ick-
ness
insi
deco
rner
radi
usco
ordi
nate
s of
cen
troi
dta
n a
Full
Area
of
sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
b1
b
2t
r iy 1
y 4
x 2x 3
x 5A f
I xZ x
1Z x
4S x
r xI y
Z y2
Z y3
Z y5
S yr y
mm
m
m
mm
kg/m
mm
mm
mm
mm
mm
mm
mm
m
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
103 m
m3
mm
75 x
50
x 6.
0 CA
5.0
CA
4.0
CA
5.38
4.34
3.54
6.0
4.7
3.8
8.0
4.0
4.0
50.0
50.6
50.8
39.2
38.4
38.3
14.9
14.4
14.1
25.3
26.1
26.1
17.8
18.5
18.3
0.47
2
0.46
2
0.46
4
686
553
451
0.46
4
0.37
8
0.31
2
9.29
7.47
6.15
11.9 9.83
8.15
15.7
12.7
10.4
26.0
26.2
26.3
0.07
31
0.06
31
0.05
24
4.89
4.38
3.71
2.89
2.42
2.01
4.10
3.42
2.87
5.97
4.96
4.08
10.3
10.7
10.8
F D
uraG
al U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck it
em b
ut s
izes
100
x 7
5, 1
25 x
75,
150
x 1
00 in
6 o
r 8m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st. A
min
imum
ord
er
qu
anti
ty m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
info
rmat
ion
and
avai
labi
lity
on t
hese
siz
es.
Note
s:
1. S
teel
gr a
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
f y
=
40
0 M
P a a
nd f
u =
450
MPa
).2.
Ful
l sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
F F F
b2
b1
r i
t
x
x
y
y
α
12
3 45
y 1
y 4
x5
x3
x
x
y
y
x2
b2
b1
r o
t
x
x
y
y1
2
3 45
x
x
y
y
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook24 Dimensions and properties Handbook
effe
ctiv
e se
ctio
n pr
oper
ties
Grad
e C4
50L0
(TS
100
)
nom
inal
thic
k-ne
ssb 1
- r o
b 2 -
r o t
t
A e A f
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
erra
dius
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
nAb
out x
-axi
sAb
out y
-axi
s
b1
b
2t
r o
f y
A e
i ex1
Z ex1
i ex4
Z ex4
i ey2
,3Z e
y2,3
i ey5
Z ey5
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
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 x
50
x 6.
0 CA
5.0
CA
4.0
CA
5.38
4.34
3.54
6.0
4.7
3.8
14.0 8.7
7.8
10.2
14.1
17.7
6.00
8.79
11.1
450
450
450
658
472
334
0.96
0
0.85
4
0.74
1
0.46
4
0.28
6
0.18
5
9.29
6.17
4.30
0.46
4
0.37
8
0.30
9
9.29
7.47
6.10
0.07
31
0.06
31
0.05
20
2.89
2.42
1.99
0.07
31
0.06
31
0.05
24
2.89
2.42
2.01
F F F F D
uraG
al U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck it
em b
ut s
izes
100
x 7
5, 1
25 x
75,
150
x 1
00 in
6 o
r 8m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st. A
min
imum
ord
er
qu
anti
ty m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
info
rmat
ion
and
avai
labi
lity
on t
hese
siz
es.
Note
s:
1. S
teel
gr a
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
P a a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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
are
for
com
pres
sion
at
poin
ts “
2” a
nd “
3”;
I ey5
and
Zey
5
ar
e fo
r co
mpr
essi
on a
t po
int
“5”.
5. E
ffec
tive
sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
Dura
Gal U
nequ
al A
ngle
s -
cont
inue
dx-
and
y-a
xes
b2
b1
r i
t
x
x
y
y
α
12
3 45
y 1
y 4
x5
x3
x
x
y
y
x2
b2
b1
r o
t
x
x
y
y1
2
3 45
x
x
y
y
Dim
ensi
ons
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 25
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)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
sect
ion
prop
erti
esDe
sign
atio
n
L
eg
size
mas
spe
rm
etre
coor
dina
tes
of c
entr
oid
Full
Area
o f
sec
tion
Abou
t n-a
xis
Abou
t p-a
xis
b
1
b2
p Bp t
n Ln r
A fi n
Z nB
Z nt
s nr n
i pZ p
LZ p
rs p
r pi n
p
mm
m
m
mm
kg/m
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
3m
m10
6 mm
4
75 x
50
x 6.
0 CA
5.0
CA
4.0
CA
5.38
4.34
3.54
25.7
24.8
24.4
49.3
50.2
50.6
12.7
12.0
11.7
37.3
38.0
38.3
686
553
451
0.39
3
0.32
3
0.26
6
15.3
13.0
10.9
7.98
6.43
5.26
14.2
11.5 9.43
23.9
24.2
24.3
0.14
4
0.11
9
0.09
83
11.4 9.86
8.44
3.87
3.12
2.57
6.97
5.56
4.54
14.5
14.6
14.8
-0.1
51
-0.1
20
-0.0
991
F D
uraG
al U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck it
em b
ut s
izes
100
x 7
5, 1
25 x
75,
150
x 1
00 in
6 o
r 8m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st. A
min
imum
ord
er
qu
anti
ty m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
info
rmat
ion
and
avai
labi
lity
on t
hese
siz
es.
Note
s:
1. S
teel
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
f y
=
40
0 M
Pa a
nd f
u =
450
MPa
).2.
Ful
l sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
F F F
b2
b1
r i
t
nn
p
pT
L
BR
nR
nL
pT
pB
nn
pp
b2
b1
r o
t
nn
p
pT
L
BR
nn
pp
prod
uct o
f2n
d m
omen
tof
Are
a
DuraGal®profiles
DURAGAL®EQUALANGELS
Dimensions and properties Handbook26 Dimensions and properties Handbook
Dura
Gal U
nequ
al A
ngle
s -
cont
inue
dn-
and
p-a
xes
effe
ctiv
e se
ctio
n pr
oper
ties
Grad
e C4
50L0
(TS
100
)
nom
inal
thic
k-ne
ssDim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
Leg
siz
e
mas
spe
rm
etre
Actu
alth
ickn
ess
outs
ide
corn
erra
dius
b1
- ro
b
2 - r
o t
t
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
n A
e A f
Abou
t n-a
xis
Abou
t p-a
xis
b1
b
2t
r of y
A eI e
n tZ e
ntI e
nBZ e
nBI e
prZ e
prI e
pLZ e
pL
mm
m
m
mm
kg/m
mm
mm
mpa
mm
2
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 x
50
x 6.
0 CA
5.0
CA
4.0
CA
5.38
4.34
3.54
6.0
4.7
3.8
14.0 8.7
7.8
10.2
14.1
17.7
6.00
8.79
11.1
450
450
450
658
472
334
0.96
0
0.85
4
0.74
1
0.39
3
0.24
3
0.15
3
7.98
5.29
3.59
0.39
3
0.32
3
0.26
6
7.98
6.43
5.26
0.14
4
0.11
9
0.09
09
3.87
3.12
2.43
0.14
4
0.11
9
0.09
67
3.87
3.12
2.55
F F F F D
uraG
al U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck it
em b
ut s
izes
100
x 7
5, 1
25 x
75,
150
x 1
00 in
6 o
r 8m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st. A
min
imum
ord
er
qu
anti
ty m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
info
rmat
ion
and
avai
labi
lity
on t
hese
siz
es.
Note
s:
1. S
teel
gr a
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
=
40
0 M
P a a
nd f
u =
450
MPa
).2.
Ae
is c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
fibre
s at
fy
(firs
t yi
eld)
. Ze
is c
alcu
late
d at
the
ext
rem
e te
nsio
n or
com
pres
sion
fibr
e of
the
eff
ecti
ve s
ecti
on.
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.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
b2
b1
r i
t
nn
p
pT
L
BR
nR
nL
pT
pB
nn
pp
b2
b1
r o
t
nn
p
pT
L
BR
nn
pp
DuraGal®profiles
DURAGAL®UNEQUALANGELS
Dimensions and properties Handbook Dimensions and properties Handbook 27
Dura
Gal U
nequ
al A
ngle
sx-
and
y-a
xes
sect
ion
prop
erti
es f
or m
embe
r st
abili
tyGr
ade
C450
L0 (
TS 1
00)
nom
inal
thic
k-ne
ss
F D
uraG
al U
nequ
al A
ngle
s ar
e no
t a
com
mon
sto
ck it
em b
ut s
izes
100
x 7
5, 1
25 x
75,
150
x 1
00 in
6 o
r 8m
m w
all t
hick
ness
are
als
o av
aila
ble
on r
eque
st. A
min
imum
ord
er
qu
anti
ty m
ay a
pply
on
som
e si
zes.
Ple
ase
cont
act
your
loca
l Ste
el &
Tub
e br
anch
for
info
rmat
ion
and
avai
labi
lity
on t
hese
siz
es.
Note
s:
1. S
teel
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.
5mm
< t
< 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
).2.
Wit
h th
e ex
cept
ion
of J
, pr
oper
ties
are
cal
cula
ted
assu
min
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
mid
-lin
es in
ac
cord
ance
wit
h Cl
ause
2.1
.2.1
of
AS/N
ZS 4
600.
3.
ßx is
zer
o fo
r eq
ual a
ngle
s.4.
Iw
is e
qual
to
zero
for
ang
les.
5. T
he s
hear
cen
tre
is a
ssum
ed t
o be
loca
ted
at t
he in
ters
ecti
on o
f th
e ce
ntre
line
s of
the
ang
le le
gs.
D
esig
nati
on
Leg
siz
e
mas
spe
rm
etre
tor s
ion
cons
tant
coor
dina
teof
shea
r ce
ntre
pola
r rad
ius
of
Gyra
tion
abo
ut th
e sh
ear c
entr
e
mo n
osym
met
ryse
ctio
nco
nsta
nts
b1
b
2J
x0
y 0r 0
1ß x
ß y
mm
m
m
mm
kg/m
103 m
m4
mm
mm
mm
mm
m
m
75 x
75
x 6.
0 CA
5.0
CA
4.0
CA
5.38
4.34
3.54
8.23
4.07
2.17
17.3
17.6
17.7
16.2
16.2
16.2
36.6
36.9
37.2
39.2
39.2
39.3
79.2
80.2
80.8
F F F
x
x
y
y
α
She
arC
entr
e
yo
xo
DuraGal®profiles
DURAGAL®UNEQUALANGELS
Dimensions and properties Handbook28 Dimensions and properties Handbook
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
/ C
400L
0 (T
S 10
0)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
sect
ion
prop
erti
esDe
sign
atio
nm
ass
per
met
reAc
tual
thic
knes
s
insi
deco
rner
radi
us
Dept
h Be
twee
n Fl
ange
s
coor
d.of
cent
roid
Full
Area
of
sect
ion
Abou
t x-a
xis
Abou
t y-a
xis
d
b
ft
r id
- 2t
x LA f
I xZ x
S xr x
I yZ y
rZ y
LS y
r y
mm
m
m
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
x 90
x 8
.0 C
C
6.0
CC
28.5
21.6
8.0
6.0
8.0
8.0
284
288
20.3
19.5
3630
2750
44.2
34.0
294
227
359
275
110
111
2.44
1.89
35.0
26.8
120 96.6
62.1
47.1
25.9
26.2
250
x 90
x 6
.0 C
C19
.26.
08.
023
821
.624
5021
.917
621
094
.61.
7926
.283
.346
.427
.1
230
x 75
x 6
.0 C
C16
.96.
08.
021
817
.521
5015
.713
716
685
.51.
0518
.259
.832
.222
.0
200
x 75
x 6
.0 C
C
5.0
CC
15.5
12.4
6.0
4.7
8.0
4.0
188
191
18.8
18.1
1970
1580
11.2 9.18
112 91.8
135
109
75.5
76.4
1.00
0.81
2
17.9
14.3
53.4
44.9
31.8
25.3
22.6
22.7
180
x 75
x 5
.0 C
C11
.64.
74.
017
119
.114
807.
1679
.593
.769
.50.
787
14.1
41.2
25.1
23.1
150
x 75
x 5
.0 C
C10
.54.
74.
014
120
.913
404.
6762
.372
.559
.00.
743
13.7
35.6
24.8
23.5
125
x 65
x 4
.0 C
C7.
233.
84.
011
718
.392
12.
2536
.141
.849
.50.
388
8.32
21.2
15.1
20.5
100
x 50
x 4
.0 C
C5.
593.
84.
092
.414
.371
21.
0821
.725
.439
.00.
174
4.86
12.2
8.78
15.6
75 x
40
x 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
Note
s:
1. S
teel
gra
de C
450L
0 /
C400
L0 (
for
t < 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
).2.
Ful
l sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
x
b ft
yy
x
r i
dd
– 2 t
x L
R
L
DuraGal®profiles
DURAGAL®CHANNELS
Dimensions and properties Handbook Dimensions and properties Handbook 29
Dura
Gal c
hann
els
x- a
nd y
-axe
se f
fect
ive
sect
ion
prop
erti
esGr
ade
C450
L0 /
C40
0L0
(TS
100)
nom
inal
thic
k-ne
ss
Dim
ensi
ons
rati
osGr
ade
effe
ctiv
e se
ctio
n pr
oper
ties
D
esig
nati
onm
ass
per
met
reAc
tual
thic
knes
s
outs
ide
corn
erra
dius
Dept
h Be
twee
n Fl
ange
s(d
-2r o
)
t
(b-r
o) t
d e(d
-2r o
)
b e(b
-ro)
A e A f
yiel
dst
ress
effe
ctiv
eAr
ea o
f se
ctio
nAb
out x
-axi
sAb
out y
-axi
s
d
b
ft
r od
- 2t
f yA e
I ex
Z ex
I eyr
Z eyr
I eyL
Z eyL
mm
m
m
mm
kg/m
mm
mm
mm
mp
am
m2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
106 m
m4
103 m
m3
300
x 90
x 8
.0 C
C
6.0
CC
28.5
21.6
8.0
6.0
16.0
14.0
284
288
33.5
45.3
9.25
12.7
0.91
5
0.71
2
1.00
0.80
1
0.95
0
0.76
3
400
450
3450
2100
44.2
32.0
294
206
2.44
1.46
35.0
22.4
2.44
1.89
35.0
26.8
250
x 90
x 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
x 75
x 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
x 75
x 6
.0 C
C
5.0
CC
15.5
12.4
6.0
4.7
14.0 8.7
188
191
28.7
38.9
10.2
14.1
0.96
8
0.79
7
0.92
5
0.74
1
0.95
5
0.78
7
450
450
1880
1240
11.0 8.37
108 79.5
1.00
0.56
0
17.9
11.0
1.00
0.81
2
17.9
14.3
180
x 75
x 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
x 75
x 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
x 65
x 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
x 50
x 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 x
40
x 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
Note
s:
1. S
teel
gra
de C
450L
0 /
C400
L0 (
for
t < 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
).2.
de
and
b e a
re t
he e
ffec
tive
wid
ths
of t
he w
eb a
nd fl
ange
res
pect
ivel
y.3.
de,
be
and
A e a
re c
alcu
late
d fo
r se
ctio
ns w
ith
unifo
rm 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
”;2.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
x
b ft
yy
xr o
dd
– 2t
R
L
DuraGal®profiles
DURAGAL®CHANNELS
Dimensions and properties Handbook30 Dimensions and properties Handbook
Dura
Gal c
hann
els
x- a
nd y
-axe
sse
ctio
n pr
oper
ties
for
mem
ber
stab
ility
Grad
e C4
50L0
/ C
400L
0 (T
S 10
0)
nom
inal
thic
k-ne
ss
Note
s:
1. S
teel
gra
de C
450L
0 /
C400
L0 (
for
t < 6
.0m
m f
y =
450
MPa
and
fu
= 50
0 M
Pa, an
d fo
r t
> 6.
0mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
).2.
Wit
h th
e ex
cept
ion
of J
, pr
oper
ties
are
cal
cula
ted
assu
min
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
mid
-lin
es in
ac
cord
ance
wit
h Cl
ause
2.1
.2.1
of
AS/N
ZS 4
600.
3.
ßx is
zer
o fo
r ch
anne
ls.
Desi
gnat
ion
mas
spe
rm
etre
tors
ion
cons
tant
war
ping
cons
tant
coor
dina
teof
shea
r ce
ntre
pola
r rad
ius
of
Gyra
tion
abo
ut th
e sh
ear c
entr
e
mon
osym
met
ryse
ctio
nco
nsta
nts
d
b
fJ
I wx 0
r 01
ß y
mm
m
m
mm
kg/m
103 m
m4
109 m
m6
mm
mm
mm
300
x 90
x 8
.0 C
C
6.0
CC
28.5
21.6
77.4
33.0
37.7
29.6
43.4
44.0
122
123
338
340
250
x 90
x 6
.0 C
C19
.229
.419
.247
.811
027
3
230
x 75
x 6
.0 C
C16
.925
.89.
4837
.896
.725
4
200
x 75
x 6
.0 C
C
5.0
CC
15.5
12.4
23.7
11.6
6.78
5.52
40.2
40.6
89.0
89.7
217
218
180
x 75
x 5
.0 C
C11
.610
.94.
2942
.484
.919
7
150
x 75
x 5
.0 C
C10
.59.
872.
7745
.478
.317
1
125
x 65
x 4
.0 C
C7.
234.
431.
0140
.067
.014
5
100
x 50
x 4
.0 C
C5.
593.
430.
285
30.1
51.8
113
75 x
40
x 4.
0 CC
4.25
2.60
0.07
6024
.440
.185
.9
DuraGal®profiles
DURAGAL®CHANNELS
x
yy
x
x o
She
ar C
entr
e
Dimensions and properties Handbook Dimensions and properties Handbook 31
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
/ C
350L
0 (T
S 10
0)
Note
s:
1.
Ste
el g
rade
C40
0L0
/ C3
50L0
(fo
r t <
6.0
mm
fy
= 40
0 M
Pa a
nd f
u =
450
MPa
, an
d fo
r t
> 6.
0mm
fy
= 35
0 M
Pa a
nd f
u =
400
MPa
).2.
Sec
tion
pro
pert
ies
are
calc
ulat
ed in
acc
orda
nce
wit
h AS
/NZS
460
0.
Dim
ensi
ons
Grad
ese
ctio
n pr
oper
ties
wid
th
mas
spe
rm
etre
Actu
alth
ickn
ess
yiel
dst
ress
Full
Area
of
sect
ion
Abou
t 1-
axis
Abou
t x-a
xis
Abou
t y-a
xis
tors
ion
cons
tant
w
t
f yA f
I 1I x
Z xS x
r xI y
Z yS y
r yJ
mm
m
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
x 8.
0 CF
5.0
CF18
.811
.18.
04.
735
040
024
0014
1072
.042
.318
.010
.612
0 70.5
180
106
86.6
86.6
0.01
280.
0026
03.
201.
104.
801.
662.
311.
3651
.210
.4
250
x 8.
0 CF
5.0
CF15
.7 9.22
8.0
4.7
350
400
2000
1180
41.7
24.5
10.4 6.12
83.3
49.0
125 73.4
72.2
72.2
0.01
070.
0021
62.
670.
920
4.00
1.38
2.31
1.36
42.7 8.65
200
x 8.
0 CF
6.0
CF5.
0 CF
12.6 9.42
7.38
8.0
6.0
4.7
350
400
400
1600
1200 940
21.3
16.0
12.5
5.33
4.00
3.13
53.3
40.0
31.3
80.0
60.0
47.0
57.7
57.7
57.7
0.00
853
0.00
360
0.00
173
2.13
1.20
0.73
6
3.20
1.80
1.10
2.31
1.73
1.36
34.1
14.4 6.92
150
x 8.
0 CF
6.0
CF5.
0 CF
9.42
7.07
5.53
8.0
6.0
4.7
350
400
400
1200 900
705
9.00
6.75
5.29
2.25
1.69
1.32
30.0
22.5
17.6
45.0
33.8
26.4
43.3
43.3
43.3
0.00
640
0.00
270
0.00
130
1.60
0.90
00.
552
2.40
1.35
0.82
8
2.31
1.73
1.36
25.6
10.8 5.19
130
x 5.
0 CF
4.80
4.7
400
611
3.44
0.86
013
.219
.937
.50.
0011
20.
479
0.71
81.
364.
50
100
x 8.
0 CF
6.0
CF5.
0 CF
4.0
CF
6.28
4.71
3.69
2.98
8.0
6.0
4.7
3.8
350
400
400
400
800
600
470
380
2.67
2.00
1.57
1.27
0.66
70.
500
0.39
20.
317
13.3
10.0 7.83
6.33
20.0
15.0
11.8 9.50
28.9
28.9
28.9
28.9
0.00
427
0.00
180
0.00
0865
0.00
0457
1.07
0.60
00.
368
0.24
1
1.60
0.90
00.
552
0.36
1
2.31
1.73
1.36
1.10
17.1 7.20
3.46
1.83
90 x
6.0
CF
4.24
6.0
400
540
1.46
0.36
58.
1012
.226
.00.
0016
20.
540
0.81
01.
736.
48
75 x
5.0
CF
4.0
CF2.
772.
244.
73.
840
040
035
328
50.
661
0.53
40.
165
0.13
44.
413.
566.
615.
3421
.721
.70.
0006
490.
0003
430.
276
0.18
10.
414
0.27
11.
361.
102.
601.
37
65 x
5.0
CF
4.0
CF2.
401.
944.
73.
840
040
030
624
70.
430
0.34
80.
108
0.08
703.
312.
684.
964.
0118
.818
.80.
0005
620.
0002
970.
239
0.15
60.
359
0.23
51.
361.
102.
251.
19
55 x
5.0
CF
4.0
CF1.
841.
494.
73.
840
040
023
519
00.
196
0.15
80.
0490
0.03
961.
961.
582.
942.
3814
.414
.40.
0004
330.
0002
290.
184
0.12
00.
276
0.18
11.
361.
101.
730.
915
DuraGal®profiles
DURAGAL®FLATS
thic
k-ne
ss
Desi
gnat
ion
nom
inal
x
t
yy
xw
11
plat
eTh
ere
are
a va
riety
of
inte
rnat
iona
l spe
cific
atio
ns f
or h
ot r
olle
d st
eel p
late
. So
me
of t
he m
ore
com
mon
spe
cific
atio
ns a
nd g
rade
s, w
ith
thei
r ch
emic
al a
nd
mec
hani
cal p
rope
rtie
s, a
re s
umm
aris
ed b
elow
.
The
chem
ical
com
posi
tion
s ar
e al
l the
max
imum
% c
onte
nt. Th
e m
echa
nica
l pro
pert
ies
rela
te t
o 12
-20m
m t
hick
pla
tes.
Thi
s da
ta is
for
com
pari
son
purp
oses
onl
y an
d sh
ould
not
be
used
in li
eu o
f th
e ac
tual
spe
cific
atio
ns,
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
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
csi
mn
ps
ce
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
1 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
ten
sile
Hig
h st
reng
th s
truc
tura
l ste
el p
late
wit
h a
nom
inal
yie
ld s
tren
gth
of 3
50 M
Pach
emic
al c
ompo
siti
on %
yiel
dst
reng
thte
nsile
stre
ngth
min
elon
gati
onc
sim
np
sce
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.ch
emic
al c
ompo
siti
on %
yiel
dst
reng
thte
nsile
stre
ngth
min
elon
gati
onc
sim
np
sce
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
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
csi
mn
ps
ce
BISP
LATE
80
0.18
0.20
1.40
0.01
00.
003
0.50
690
MPa
790-
930
MPa
18%
Dimensions and properties Handbook32 Dimensions and properties Handbook
plate
PLATEPRODUCTS
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
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
Hard
ness
csi
mn
ps
ce
BISP
LATE
400
0.18
0.20
1.40
0.01
00.
003
0.50
13
50 M
Pa12
%36
0-44
0HB
BISP
LATE
500
0.29
0.22
0.55
0.01
50.
003
0.62
16
40 M
Pa10
%47
7-53
4HB
Floo
r pl
ate
Loze
nge
patt
ern
floor
pla
te.
chem
ical
com
posi
tion
%yi
eld
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
csi
mn
ps
ce
AS/N
ZS 1
594
HA1
0.10
0.03
0.50
0.03
00.
030
Com
mer
cial
gra
de n
ot ra
ted
for m
echa
nica
l pro
pert
ies
AS/N
ZS 1
594
HA25
00.
190.
020.
700.
030
0.03
025
0 M
Pa35
0 M
Pa
Boile
r pl
ate
A ca
rbon
-man
gane
se s
teel
for
boi
ler
and
pres
sure
ves
sel a
pplic
atio
ns w
ith
a m
inim
um t
ensi
le s
tren
gth
of 4
60 M
Pa.
chem
ical
com
posi
tion
%yi
eld
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
csi
mn
ps
ce
AS15
48-7
-460
R0.
200.
601.
700.
040
0.03
00.
4529
5 M
Pa46
0 M
Pa21
%
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
stre
ngth
tens
ilest
reng
thm
inel
onga
tion
copp
erc
sim
np
sce
AS/N
ZS 1
594
HW35
00.
110.
500.
500.
150
0.03
50.
39 3
40 M
Pa45
0 M
Pa15
%0.
15 to
0.5
0%
JIS
G312
5 SP
A-H
0.12
0.75
0.50
0.15
00.
040
345
MPa
48
0 M
Pa22
%0.
25 to
0.6
0%
Dimensions and properties Handbook Dimensions and properties Handbook 33
plate
PLATEPRODUCTS
coil
Sum
mar
ised
bel
ow a
re N
ew Z
eala
nd a
nd I
nter
nati
onal
sta
ndar
ds f
or o
ur
com
mon
sto
ck it
ems.
Thi
s da
ta is
for
com
pari
son
purp
oses
onl
y an
d sh
ould
not
be
used
in li
eu o
f th
e ac
tual
spe
cific
atio
ns, w
hich
sho
uld
alw
ays
be c
onsu
lted
.
cold
rol
led:
nZc
c-sD
or
Jis
G 31
41 s
pcc,
As
1595
cA2
The
follo
win
g in
form
atio
n re
late
s to
NZ
Stee
l’s P
rodu
ct D
esig
nati
on N
ZCC-
SD
Desc
ript
ion:
Co
ld r
olle
d, a
nnea
led
and
skin
pass
ed s
teel
of
com
mer
cial
qu
alit
y, c
apab
le o
f m
oder
ate
form
ing
and
pres
sing
, w
ith
a su
rfac
e fin
ish
suit
able
for
exp
osed
non
-cri
tica
l app
licat
ions
surf
ace
Mat
t fin
ish
suit
able
for
pai
ntin
g an
d ex
pose
d no
n-cr
itic
al
Fini
sh:
appl
icat
ions
Appl
icat
ions
: Fi
ling
cabi
nets
, ai
r co
ndit
ioni
ng, ho
useh
old
elec
tric
al
appl
ianc
es, fu
rnit
ure
and
auto
mot
ive
part
s
elec
tro
Galv
anis
ed: J
is G
331
3 se
cc/s
eHc
Desc
ript
ion:
Co
ld r
olle
d an
d H
ot r
olle
d el
ectr
o ga
lvan
ised
pho
spha
te
coat
ed s
teel
she
et
surf
ace
Elec
tro
galv
anis
ed p
hosp
hate
coa
ted
high
ly w
orke
d st
eel
Fini
sh:
shee
t su
itabl
e fo
r pai
ntin
g an
d ex
pose
d no
n-cr
itica
l app
icat
ions
Appl
icat
ions
: Do
mes
tic
appl
ianc
es,
hous
ehol
d fu
rnit
ure,
veh
icle
s an
d co
nstr
ucti
on m
ater
ials
typi
cal D
imen
sion
s
size
thic
knes
s
2438
x 1
219
0.60
2438
x 1
219
0.80
2438
x 1
219
1.00
2438
x 1
219
1.20
2438
x 1
219
1.60
2438
x 1
219
2.00
2438
x 1
219
2.50
2438
x 1
219
3.00
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
080
Silic
on0.
030
Man
gane
se0.
254
Sulp
hur
0.03
0
Phos
phor
us0.
025
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
Proo
f st
ress
/Yie
ld p
oint
160
- 24
0
Tens
ile (
MPa
)29
0 -3
65
% E
long
atio
n*34
HRB
Har
dnes
s40
-60
* L o
= 5
0mm
typi
cal D
imen
sion
s
size
thic
knes
s
2438
x 1
219
0.60
2438
x 1
219
0.80
2438
x 1
219
1.00
2438
x 1
219
1.20
2438
x 1
219
1.60
2438
x 1
219
2.00
2438
x 1
219
2.50
2438
x 1
219
3.00
chem
ical
com
posi
tion
%
elem
ent
max
imum
spH
c
spc
cCa
rbon
0.15
0.12
Silic
on_
_
Man
gane
se0.
600.
50
Sulp
hur
0.05
00.
040
Phos
phor
us0.
050
0.04
5
* Cl
ass
desi
gnat
ion
of b
ase
met
al in
the
rel
evan
t
JIS
sta
ndar
d:
SEH
C -
SPH
C
SEC
C -
SPCC
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
secc
seH
c
Proo
f st
ress
/Yie
ld p
oint
••
Tens
ile (
MPa
)27
027
0
% E
long
atio
n34
-39
29-3
1
HRB
Har
dnes
s•
•
Note
: •
not
spec
ified
in t
he s
tand
ard.
Cold
rolle
dSE
CC0.
4-1.
2mm
typi
cally
JIS
G 31
41sp
ecifi
edba
se m
etal
Hot
rolle
dSE
HC 1
.6m
man
d ab
ove
typi
cally
JIS
G 31
31sp
ecifi
edba
se m
etal
Dimensions and properties Handbook34 Dimensions and properties Handbook
coil
COILPRODUCTS
Zinc
alum
e: A
s 13
97 G
300
AZ1
50De
scri
ptio
n:
Hot
rol
led
and
hot
dipp
ed a
lloy
coat
ed s
teel
she
et w
ith
45%
zin
c/55
% a
lum
iniu
m
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
ofing
, cl
addi
ng,
rain
wat
er g
oods
, ai
r co
ndit
ioni
ng,
gara
ge d
oors
enam
ellin
g Qu
alit
y: J
is G
313
3 sp
pDe
scri
ptio
n:
Deca
rbur
ized
ste
el s
heet
s
surf
ace
Deca
rbur
ized
oile
d st
eel s
heet
for
the
pro
cess
of
Fin
ish:
po
rcel
ain
enam
ellin
g
Appl
icat
ions
: W
hite
-war
e m
anuf
actu
ring
typi
cal D
imen
sion
s
size
thic
knes
s
2438
x 1
219
0.8
2438
x 1
219
1.0
2438
x 1
219
1.2
2438
x 1
219
1.6
2438
x 1
219
3.0
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
008
Silic
on–
Man
gane
se0.
50
Sulp
hur
0.04
Phos
phor
us0.
04
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
Proo
f st
ress
/Yie
ld p
oint
300
Tens
ile (
MPa
)34
0
% E
long
atio
n*20
HRB
Har
dnes
s•
* Lo
= 5
0mm
Note
: •
not
spec
ified
in t
he s
tand
ard.
typi
cal D
imen
sion
s
size
thic
knes
s
2400
x 1
200
0.55
2400
x 1
200
0.75
2400
x 1
200
0.95
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
30
Silic
on–
Man
gane
se1.
60
Sulp
hur
0.03
Phos
phor
us0.
04
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.
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
Proo
f st
ress
/Yie
ld p
oint
•
Tens
ile (
MPa
)•
% E
long
atio
n36
- 4
0
HRB
Har
dnes
s•
Note
: •
not
spec
ified
in t
he s
tand
ard.
Dimensions and properties Handbook Dimensions and properties Handbook 35
coil
COILPRODUCTS
Galv
anis
ed: A
s/nZ
s 13
97 G
250
, Jis
G 3
302
sGcc
/sGH
c Z2
7Th
e fo
llow
ing
info
rmat
ion
rela
tes
to A
S/NZ
S 13
97:1
993
Desc
ript
ion:
H
ot r
olle
d,ho
t di
pped
zin
c co
ated
she
et
surf
ace
100%
zin
c co
ated
wit
h re
gula
r sp
angl
e an
d a
typi
cal
Fini
sh:
coat
ing
mas
s of
275
g/m
2 eq
uiva
lent
to
Z275
. 40
0g/m
2 an
d
60
0g/m
2 co
atin
g w
eigh
t m
ass
also
ava
ilabl
e
Appl
icat
ions
: Ro
ofing
,cla
ddin
g,dr
ums
and
tube
s, p
urlin
s, g
irts
, ai
r co
ndit
ioni
ng, cu
lver
ts, sh
eet
met
al w
ork,
con
cret
e fo
rmin
g w
ork
Hot
rol
led:
As
1594
/HA2
50 (
2.00
and
2.5
0mm
)De
scri
ptio
n:
Hot
rol
led
stee
l she
et
surf
ace
Mill
fini
shed
ste
el s
heet
sui
tabl
e fo
r fo
rmin
g an
d be
ndin
g
Fini
sh:
with
goo
d du
ctili
ty a
nd w
elda
bilit
y
Appl
icat
ions
: Ro
ofing
, cl
addi
ng,
rain
wat
er g
oods
, pu
rlins
, gi
rts,
air
co
ndit
ioni
ng,
gara
ge d
oors
typi
cal D
imen
sion
s
size
thic
knes
s
2400
x 9
000.
40
2400
x 9
000.
55
2400
x 9
000.
75
2400
x 9
000.
95
2400
x 1
200
0.40
2400
x 1
200
0.55
2400
x 1
200
0.75
2400
x 1
200
0.95
2400
x 1
200
1.15
2400
x 1
200
1.55
2400
x 1
200
2.00
2400
x 1
200
2.50
2400
x 1
200
3.00
3000
x 1
200
3.00
3000
x 1
500
0.55
3000
x 1
500
0.75
3000
x 1
500
0.95
3660
x 1
200
0.55
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
12
Silic
on–
Man
gane
se0.
50
Sulp
hur
0.03
5
Phos
phor
us0.
03
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
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
Note
: •
not
spec
ified
in t
he s
tand
ard.
typi
cal D
imen
sion
s
size
thic
knes
s
2438
x 1
219
2.00
2438
x 1
219
2.50
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
20
Silic
on0.
35
Man
gane
se1.
20
Sulp
hur
0.03
Phos
phor
us0.
04
Chro
miu
m(N
ote
1)
Nick
el(N
ote
1)
Copp
er(N
ote
1)
Alum
iniu
m0.
10
Tita
nium
0.04
Mic
ro-a
lloyi
ng0.
01 (
Note
2)
elem
ents
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
HA2
50
Proo
f st
ress
/Yie
ld p
oint
250
Tens
ile (
MPa
)35
0
% E
long
atio
n22
*
HRB
Har
dnes
s•
* L o
= 5
0mm
Note
: •
not
spec
ified
in t
he s
tand
ard.
rele
vant
st
anda
rd:
AS 1
594/
HA
250
Note
:
1 . T
he fo
llow
ing
elem
ents
may
be
pres
ent
to
the
limits
stat
ed, s
ubje
ct t
o a
max
imum
to
tal c
onte
nt o
f 0.3
0 pe
rcen
t:
( a)
Copp
er: 0
.15
perc
ent
max
imum
(b)
Nick
el: 0
.15
perc
ent
max
imum
(c)
Chro
miu
m: 0
.15
perc
ent
max
imum
(d)
Mol
ybde
num
: 0.0
5 pe
rcen
t m
axim
um
2. A
pplie
s to
Nio
bium
and
Van
adiu
m o
nly.
Dimensions and properties Handbook36 Dimensions and properties Handbook
coil
COILPRODUCTS
Dimensions and properties Handbook Dimensions and properties Handbook 37
Alum
inis
ed: A
stm
A46
3 cQ
t1-
40 c
hrom
ated
and
oile
dDe
scri
ptio
n:
Alum
iniu
m c
oate
d st
eel s
heet
surf
ace
Hot
dip
ped
coat
ed s
teel
she
et w
ith
alum
iniu
m-s
ilico
n
Fini
sh:
allo
y co
ntai
ning
5-1
1% s
ilico
n to
pro
mot
e be
tter
coa
ting
adhe
renc
e
Appl
icat
ions
: Ro
ofing
and
cla
ddin
g
typi
cal D
imen
sion
s
size
thic
knes
s
2438
x 1
219
0.6
2438
x 1
219
0.8
2438
x 1
219
1.0
2438
x 1
219
1.2
2438
x 1
219
1.6
chem
ical
com
posi
tion
%
elem
ent
max
imum
Carb
on0.
15
Silic
on–
Man
gane
se0.
60
Sulp
hur
0.04
Phos
phor
us0.
35
mec
hani
cal p
rope
rtie
s
Long
itud
inal
ten
sile
spec
ified
- m
inim
um
Proo
f st
ress
/Yie
ld p
oint
•
Tens
ile (
MPa
)•
% E
long
atio
n•
HRB
Har
dnes
s•
Note
: •
not
spec
ified
in t
he s
tand
ard.
coil
COILPRODUCTS
Dimensions and properties Handbook38 Dimensions and properties Handbook
wir
e an
d sh
eet
met
al G
auge
s
Gaug
en
u mbe
r
s hee
tw
ire
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
12.7
00
6/0
0.46
411
.786
5/0
0.5
12.7
000.
432
10.9
73
4/0
0.45
411
.532
0.40
010
.160
3/0
0.42
510
.795
0.37
29.
449
2/0
0.38
09.
652
0.34
88.
839
00.
340
8.63
60.
324
8.23
0
10.
300
7.62
00.
300
7.62
0
20.
284
7.21
40.
276
7.01
0
30.
259
6.57
90.
252
6.40
1
40.
238
6.04
50.
232
5.89
3
50.
220
5.58
80.
212
5.38
5
60.
203
5.15
60.
192
4.87
7
70.
180
4.57
20.
176
4.47
0
80.
165
4.19
10.
160
4.06
4
90.
148
3.75
90.
144
3.65
8
100.
1250
3.17
50.
134
3.40
40.
128
3.25
1
110.
1113
2.82
70.
120
3.04
80.
116
2.94
6
120.
0991
2.51
70.
109
2.76
90.
104
2.64
2
130.
0882
2.24
00.
095
2.41
30.
092
2.33
7
140.
0785
1.99
40.
083
2.10
80.
080
2.03
2
150.
0699
1.77
50.
072
1.82
90.
072
1.82
9
160.
0625
1.58
80.
065
1.65
10.
064
1.62
6
170.
0556
1.41
20.
058
1.47
30.
056
1.42
2
Gaug
en
u mbe
r
s hee
tw
ire
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
180.
0495
1.25
70.
049
1.24
50.
048
1.21
9
190.
0440
1.11
80.
042
1.06
70.
040
1.01
6
200.
0392
0.99
60.
035
0.88
90.
036
0.91
4
210.
0349
0.88
60.
032
0.81
30.
032
0.81
3
220.
0313
0.79
40.
030
0.76
20.
028
0.71
1
230.
0278
0.70
70.
025
0.63
50.
024
0.61
0
240.
0248
0.62
90.
022
0.55
90.
022
0.55
9
250.
0220
0.56
00.
020
0.50
80.
020
0.50
8
260.
0196
0.49
80.
018
0.45
70.
018
0.45
7
270.
0175
0.44
30.
016
0.40
60.
0164
0.41
7
280.
0156
0.39
70.
014
0.35
60.
0148
0.37
6
290.
0139
0.35
30.
0131
0.33
30.
0136
0.34
5
300.
0123
0.31
20.
0120
0.30
50.
0124
0.31
5
coil
COILPRODUCTS
Dimensions and properties Handbook Dimensions and properties Handbook 39
rB
REINFORCINGBAR
rein
forc
ing
Paci
fic S
teel
, Ne
w Z
eala
nd’s
only
pro
duce
r of
hot
rol
led
Rein
forc
ing
Stee
l has
a r
einf
orci
ng b
ar r
ange
whi
ch c
ompl
ies
wit
h th
e st
anda
rd A
S/NZ
S 46
71: 20
01 S
teel
Rei
nfor
cing
Mat
eria
l. Th
ere
are
two
grad
es o
f st
eel r
einf
orci
ng b
ars
desi
gnat
ed a
s Se
ism
ic 3
00®
and
Seis
mic
500
®. P
acifi
c St
eel
man
ufac
ture
s a
Seis
mic
500
E® b
ar t
hrou
gh t
wo
diff
eren
t m
anuf
actu
ring
met
hods
.
chem
ical
& m
echa
nica
l pro
pert
ies
stee
lGr
ade
carb
oneq
uiv.
carb
on%
sulp
hur
& ph
os.
%
yie
ldst
reng
thm
pa*
tens
ilest
reng
thra
tio*
elon
gati
on%
*
max
.m
ax.
max
.m
in.
min
.m
ax.
min
.
300
0.43
0.22
0.05
300-
380
1.15
1.50
15 (
unifo
rm)
Seis
mic
500
E M
A®
0.49
0.22
0.05
500-
600
1.15
1.40
10 (
unifo
rm)
Seis
mic
500
E QT
®0.
490.
220.
0550
0-60
01.
151.
4010
(un
iform
)
* Ch
arac
teri
stic
val
ues
Dim
ensi
onal
req
uire
men
t ta
ble
Bar
Desi
gnat
ion
nor
mal
Dim
ensi
ons
mas
skg
/mpl
ain
Defo
rmed
Diam
eter
mm
Area
mm
2pe
rim
eter
mm
R66
28.3
18.8
0.22
2R1
0D1
010
78.5
31.4
0.61
7R1
2D1
212
113.
037
.70.
888
R16
D16
1620
1.0
50.3
1.57
8R2
0D2
020
314.
062
.82.
466
R25
D25
2549
1.0
78.5
3.85
D28
2861
6.0
88.0
4.83
4D3
232
804.
010
1.0
6.31
3D4
040
1260
.012
6.0
9.86
5
man
ufac
turi
ng p
roce
ss1)
Sei
smic
500
E M
A® –
Thi
s is a
bar
that
is m
anuf
actu
red
by th
e m
icro
allo
y pr
oces
s w
here
an
addi
tive
cal
led
vana
dium
is
adde
d to
the
bar
to
give
it it
s st
reng
th a
nd d
ucti
lity.
By
follo
win
g th
e co
rrec
t pr
oced
ure
a m
icro
allo
y ba
r can
be
rebe
nt, w
elde
d, th
read
ed o
r gal
vani
sed
wit
hout
ch
angi
ng t
he m
echa
nica
l pro
pert
ies
of t
he b
ar. Th
e ba
r it
self
can
be
reco
gnis
ed b
y it
s de
form
atio
ns a
nd t
he w
ords
Sei
smic
500
E M
A .
2) S
eism
ic 5
00E
QT®
– Th
is b
ar is
man
ufac
ture
d by
a Q
uenc
h an
d Te
mpe
red
proc
ess.
Thi
s m
eans
tha
t th
e ba
r ge
ts i
ts s
tren
gth
from
the
hea
t tr
eatm
ent.
Any
cha
nges
to
the
bar
thro
ugh
wel
ding
or
heat
ing
will
co
mpr
omis
e th
e st
reng
th o
f th
e ba
r. A
quen
ch a
nd t
empe
red
bar
can
be re
cogn
ised
by
its
defo
rmat
ions
and
the
wor
ds S
eism
ic 5
00E
QT.
Han
dlin
g ch
arac
teri
stic
sse
ism
ic 5
00e
mA®
seis
mic
500
e Qt
®
REBE
NDIN
GYe
s –
wit
h pr
ehea
ting
and
fo
llow
ing
corr
ect
proc
edur
eNo
t re
com
men
ded
WEL
DING
Yes
– fo
llow
ing
corr
ect
pr
oced
ure
Not
reco
mm
ende
d
THRE
ADIN
GYe
s –
loss
of
stre
ngth
prop
orti
onal
to
loss
of
cros
s-se
ctio
nal a
rea
Not
advi
sed
– lo
ss o
f st
reng
th
disp
ropo
rtio
nal t
o lo
ss
of a
rea
CERT
IFIE
D TO
AS
/NZS
467
1
Yes-
long
ter
m q
ualit
y as
sure
dYe
s –
long
ter
m q
ualit
y as
sure
d
iden
tify
ing
the
bar
on s
ite
seis
mic
500
e Qt
® se
ism
ic 5
00e
mA®
Dimensions and properties Handbook40 Dimensions and properties Handbook
rect
angu
lar
Hol
low
sec
tion
sDi
men
sion
s an
d pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
F T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
ons
and
rati
ospr
oper
ties
prop
erti
es f
or D
esig
n to
As
4100
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t t
d-2
t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
250
x 15
0 x
9.0
RHS
6.0
RHS
5.0
RHS
51.8
35.6
29.9
0.76
1
0.77
4
0.77
9
14.7
21.8
26.0
14.7
23.0
28.0
25.8
39.7
48.0
6600
4530
3810
53.7
38.4
32.7
430
307
262
533
374
317
90.2
92.0
92.6
24.3
17.5
15.0
324
233
199
375
264
224
60.7
62.2
62.6
56.0
39.0
33.0
554
395
337
1.00
0.90
7
0.81
4
17.4
27.2
33.1
C C N
533
374
300
30.5
46.9
56.8
N S S
373
208
156
200
x 10
0 x
9.0
RHS
6.0
RHS
5.0
RHS
4.0
RHS
37.7
26.2
22.1
17.9
0.56
1
0.57
4
0.57
9
0.58
3
14.9
22.0
26.2
32.5
9.11
14.7
18.0
23.0
20.2
31.3
38.0
48.0
4800
3330
2810
2280
22.8
16.7
14.4
11.9
228
167
144
119
293
210
179
147
68.9
70.8
71.5
72.1
7.64
5.69
4.92
4.07
153
114 98.3
81.5
180
130
111 91.0
39.9
41.3
41.8
42.3
19.9
14.2
12.1 9.89
272
200
172
142
1.00
1.00
0.92
5
0.80
1
10.8
17.4
21.3
27.2
C C C C
293
210
179
147
23.9
37.1
45.0
56.8
C N S S
180
119 90.1
63.1
152
x 76
x 6
.0 R
HS
5.0
RHS
19.4
16.5
0.43
1
0.43
6
22.2
26.4
10.7
13.2
23.4
28.5
2480
2100
6.97
6.06
91.4
79.5
117
100
53.0
53.7
2.35
2.06
61.7
54.0
71.9
62.0
30.8
31.3
6.03
5.18
109 94.9
1.00
1.00
12.7
15.7
C C
117
100
27.7
33.7
C N
71.9
59.0
150
x 10
0 x
9.0
RHS
6.0
RHS
5.0
RHS
4.0
RHS
30.6
21.4
18.2
14.8
0.46
1
0.47
4
0.47
9
0.48
3
15.1
22.1
26.3
32.7
9.11
14.7
18.0
23.0
14.7
23.0
28.0
35.5
3900
2730
2310
1880
10.9 8.17
7.07
5.87
145
109 94.3
78.2
185
134
115 94.6
52.9
54.7
55.3
55.9
5.77
4.36
3.79
3.15
115 87.3
75.7
63.0
140
102 87.3
71.8
38.5
40.0
40.4
40.9
13.2 9.51
8.12
6.64
197
147
127
105
1.00
1.00
1.00
0.97
1
10.8
17.4
21.3
27.2
C C C C
185
134
115 94.6
17.4
27.2
33.1
42.0
C C N S
140
102 83.6
60.9
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
F F F F
rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook Dimensions and properties Handbook 41
rect
angu
lar
Hol
low
sec
tion
s -
cont
inue
d Di
men
sion
s an
d pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
F T
hese
item
s ar
e no
t co
mm
only
sto
cked
but
are
ava
ilabl
e on
req
uest
.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
ons
and
rati
ospr
oper
ties
prop
erti
es f
or D
esig
n to
As
4100
Desi
gnat
ion
mas
spe
rm
etre
e xte
rnal
surf
ace
Area
b-2t t
d-2
t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tor s
ion
cons
tant
tor s
ion
mod
ulus
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
150
x 50
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.0
RHS
2.5
RHS
2.0
RHS
16.7
14.2
11.6 8.96
7.53
6.07
0.37
4
0.37
9
0.38
3
0.39
0
0.39
1
0.39
3
22.4
26.6
32.9
43.5
52.0
64.7
6.33
8.00
10.5
14.7
18.0
23.0
23.0
28.0
35.5
48.0
58.0
73.0
2130
1810
1480
1140 959
774
5.06
4.44
3.74
2.99
2.54
2.08
67.5
59.2
49.8
39.8
33.9
27.7
91.2
78.9
65.4
51.4
43.5
35.3
48.7
49.5
50.2
51.2
51.5
51.8
0.86
0
0.76
5
0.65
3
0.52
6
0.45
2
0.37
2
34.4
30.6
26.1
21.1
18.1
14.9
40.9
35.7
29.8
23.5
19.9
16.3
20.1
20.5
21.0
21.5
21.7
21.9
2.63
2.30
1.93
1.50
1.28
1.04
64.3
56.8
48.2
38.3
32.8
26.9
1.00
1.00
0.96
3
0.77
6
0.68
5
0.59
5
7.49
9.47
12.4
17.4
21.3
27.2
C C C C C C
91.2
78.9
65.4
51.4
43.5
34.3
27.2
33.1
42.0
56.8
68.6
86.4
C N S S S S
40.9
34.1
25.1
16.0
11.9 8.32
127
x 51
x 6
.0 R
HS
5.0
RHS
3.5
RHS
14.7
12.5 9.07
0.33
0
0.33
5
0.34
1
22.5
26.7
37.6
6.50
8.20
12.6
19.2
23.4
34.3
1868
1594
1155
3.28
2.89
2.20
51.6
45.6
34.7
68.9
59.9
44.6
41.9
42.6
43.7
0.76
1
0.67
9
0.52
6
29.8
26.6
20.6
35.8
31.3
23.4
20.2
20.6
21.3
2.20
1.93
1.44
54.9
48.6
37.2
1.00
1.00
0.90
5
8.72
11.0
16.9
C C C
68.9
59.9
44.6
25.7
31.4
46.0
C N S
35.8
30.6
18.5
125
x 75
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.0
RHS
16.7
14.2
11.6 8.96
0.37
4
0.37
9
0.38
3
0.39
0
22.4
26.6
32.9
43.5
10.5
13.0
16.8
23.0
18.8
23.0
29.3
39.7
2130
1810
1480
1140
4.16
3.64
3.05
2.43
66.6
58.3
48.9
38.9
84.2
72.7
60.3
47.3
44.2
44.8
45.4
46.1
1.87
1.65
1.39
1.11
50.0
43.9
37.0
29.5
59.1
51.1
42.4
33.3
29.6
30.1
30.6
31.1
4.44
3.83
3.16
2.43
86.2
75.3
63.0
49.5
1.00
1.00
1.00
0.90
8
12.4
15.4
19.8
27.2
C C C C
84.2
72.7
60.3
47.3
22.3
27.2
34.6
46.9
C C N S
59.1
51.1
39.9
26.3
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
F
rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook42 Dimensions and properties Handbook
rect
angu
lar
Hol
low
sec
tion
sDi
men
sion
s an
d pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
v 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 (
fu
= 45
0 M
Pa),
a m
inim
um t
ensi
le s
tren
gth
of 5
00 M
Pa (
fy
= 50
0 M
Pa)
and
a m
inim
um
elon
gati
on e
qual
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.s
Ava
ilabl
e Du
algr
ade
350L
0/45
0L0
- pl
ease
ref
er t
o pa
ge 4
4 “D
uraG
al R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
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
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t
t
d-
2t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
u-lu
s
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
102
x 76
x 6
.0 R
HS
5.0
RHS
3.5
RHS
14.7
12.5 9.07
0.33
0
0.33
5
0.34
1
22.5
26.7
37.6
10.7
13.2
19.7
15.0
18.4
27.1
1868
1594
1155
2.52
2.22
1.68
49.4
43.5
33.0
61.9
53.7
39.9
36.7
37.3
38.2
1.59
1.41
1.07
42.0
37.0
28.2
50.5
43.9
32.6
29.2
29.7
30.5
3.38
2.91
2.14
69.8
61.2
46.1
1.00
1.00
1.00
14.3
17.7
26.4
C C C
61.9
53.7
39.9
20.1
24.7
36.4
C C N
50.5
43.9
29.8
100
x 50
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.0
RHS
12.0
10.3 8.49
6.60
0.27
4
0.27
9
0.28
3
0.29
0
22.8
27.0
33.3
43.9
6.33
8.00
10.5
14.7
14.7
18.0
23.0
31.3
1530
1310
1080 841
1.71
1.53
1.31
1.06
34.2
30.6
26.1
21.3
45.3
39.8
33.4
26.7
33.4
34.1
34.8
35.6
0.56
7
0.51
1
0.44
1
0.36
1
22.7
20.4
17.6
14.4
27.7
24.4
20.6
16.4
19.2
19.7
20.2
20.7
1.53
1.35
1.13
0.88
6
40.9
36.5
31.2
25.0
1.00
1.00
1.00
1.00
7.49
9.47
12.4
17.4
C C C C
45.3
39.8
33.4
26.7
17.4
21.3
27.2
37.1
C C C N
27.7
24.4
20.6
15.0
75 x
50
x 6.
0 RH
S
5.0
RHS
4.0
RHS
3.0
RHS
9.67
8.35
6.92
5.42
0.22
4
0.22
9
0.23
3
0.24
0
23.2
27.4
33.7
44.2
6.33
8.00
10.5
14.7
10.5
13.0
16.8
23.0
1230
1060 881
691
0.80
0
0.72
6
0.63
0
0.52
2
21.3
19.4
16.8
13.9
28.1
24.9
21.1
17.1
25.5
26.1
26.7
27.5
0.42
1
0.38
4
0.33
5
0.27
8
16.9
15.4
13.4
11.1
21.1
18.8
16.0
12.9
18.5
19.0
19.5
20.0
1.01
0.89
1
0.75
4
0.59
3
29.3
26.4
22.7
18.4
1.00
1.00
1.00
1.00
7.49
9.47
12.4
17.4
C C C C
28.1
24.9
21.1
17.1
12.4
15.4
19.8
27.2
C C C C
21.1
18.8
16.0
12.9
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
v v v s s s s s s s s
rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook Dimensions and properties Handbook 43
rect
angu
lar
Hol
low
sec
tion
s -
cont
inue
dDi
men
sion
s an
d pr
oper
ties
Grad
e C3
50L0
(AS
116
3)
rHs
RECTANGULARHOLLOWSECTIONS
v 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 (
fy
= 45
0 M
Pa),
a m
inim
um t
ensi
le s
tren
gth
of 5
00 M
Pa (
fu
= 50
0 M
Pa)
and
a m
inim
um
elon
gati
on e
qual
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.s
Ava
ilabl
e Du
algr
ade
350L
0/45
0L0
- pl
ease
ref
er t
o pa
ge 4
4 “D
uraG
al R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
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
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t t
d
-2t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
u-lu
s
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
75 x
40
x 4.
0 RH
S
3.0
RHS
2.5
RHS
6.29
4.95
4.19
0.21
3
0.22
0
0.22
1
33.8
5
44.3
7
52.8
3
8.00
11.3
3
14.0
0
16.8
23.0
28.0
801
631
534
0.53
0.44
0.38
14.0
6
11.8
3
10.2
3
18.3
7
14.9
4
12.7
9
25.7
26.5
26.8
0.20
0.17
0.14
9.78
8.25
7.18
11.8
4
9.62
8.25
15.6
16.2
16.4
0.50
4
0.40
2
0.34
4
17.4
14.3
12.4
1.00
1.00
1.00
10.7
3
15.2
1
18.7
8
C C C
18.3
7
14.9
4
12.7
9
22.4
7
30.8
6
37.5
7
C N N
11.8
4
6.24
6.70
65 x
35
x 4.
0 RH
S
3.0
RHS
2.5
RHS
5.35
4.25
3.60
0.18
3
0.19
0
0.19
1
34.2
44.7
53.1
6.75
9.67
12.0
14.3
19.7
24.0
681
541
459
0.32
8
0.28
1
0.24
4
10.1 8.65
7.52
13.3
11.0 9.45
22.0
22.8
23.1
0.12
3
0.10
6
0.09
26
7.03
6.04
5.29
8.58
7.11
6.13
13.4
14.0
14.2
0.32
0
0.25
9
0.22
3
12.5
10.4 9.10
1.00
1.00
1.00
7.99
11.4
14.2
C C C
13.3
11.0 9.45
16.9
23.3
28.4
C C C
8.58
7.11
6.13
50 x
25
x 3.
0 RH
S
2.5
RHS
2.0
RHS
3.07
2.62
2.15
0.14
0
0.14
1
0.14
3
45.5
54.0
66.6
6.33
8.00
10.5
14.7
18.0
23.0
391
334
274
0.11
2
0.09
89
0.08
38
4.47
3.95
3.35
5.86
5.11
4.26
16.9
17.2
17.5
0.03
67
0.03
28
0.02
81
2.93
2.62
2.25
3.56
3.12
2.62
9.69
9.91
10.1
0.09
64
0.08
43
0.07
06
5.18
4.60
3.92
1.00
1.00
1.00
7.49
9.47
12.4
C C C
5.86
5.11
4.26
17.4
21.3
27.2
C C C
3.56
3.12
2.62
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
s s s s s s s s s
yy
xx
Dimensions and properties Handbook44 Dimensions and properties Handbook
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)
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al 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
00 M
Pa)
and
a m
inim
um e
long
atio
n eq
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.
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
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t t
d-2
t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
u-lu
s
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
150
x 50
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.0
RHS
2.5
RHS
2.0
RHS
16.7
14.2
11.6
8.96
7.53
6.07
0.37
4
0.37
9
0.38
3
0.39
0
0.39
1
0.39
3
22.4
26.6
32.9
43.5
52.0
64.7
6.33
8.00
10.5
14.7
18.0
23.0
23.0
28.0
35.5
48.0
58.0
73.0
2130
1810
1480
1140 959
774
5.06
4.44
3.74
2.99
2.54
2.08
67.5
59.2
49.8
39.8
33.9
27.7
91.2
78.9
65.4
51.4
43.5
35.3
48.7
49.5
50.2
51.2
51.5
51.8
0.86
0
0.76
5
0.65
3
0.52
6
0.45
2
0.37
2
34.4
30.6
26.1
21.1
18.1
14.9
40.9
35.7
29.8
23.5
19.9
16.3
20.1
20.5
21.0
21.5
21.7
21.9
2.63
2.30
1.93
1.50
1.28
1.04
64.3
56.8
48.2
38.3
32.8
26.9
1.00
1.00
0.87
7
0.71
3
0.63
3
0.55
3
8.50
10.7
14.1
19.7
24.1
30.9
C C C C C N
91.2
78.9
65.4
51.4
43.5
31.6
30.9
37.6
47.6
64.4
77.8
97.9
N N S S S S
40.4
31.8
22.7
14.5
10.9 7.64
125
x 75
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.0
RHS
2.5
RHS
2.0
RHS
16.7
14.2
11.6 8.96
7.53
6.07
0.37
4
0.37
9
0.38
3
0.39
0
0.39
1
0.39
3
22.4
26.6
32.9
43.5
52.0
64.7
10.5
13.0
16.8
23.0
28.0
35.5
18.8
23.0
29.3
39.7
48.0
60.5
2130
1810
1480
1140 959
774
4.16
3.64
3.05
2.43
2.07
1.69
66.6
58.3
48.9
38.9
33.0
27.0
84.2
72.7
60.3
47.3
40.0
32.5
44.2
44.8
45.4
46.1
46.4
46.7
1.87
1.65
1.39
1.11
0.94
2
0.77
1
50.0
43.9
37.0
29.5
25.1
20.6
59.1
51.1
42.4
33.3
28.2
22.9
29.6
30.1
30.6
31.1
31.4
31.6
4.44
3.83
3.16
2.43
2.05
1.67
86.2
75.3
63.0
49.5
42.1
34.4
1.00
1.00
1.00
0.84
5
0.76
3
0.62
4
14.1
17.4
22.5
30.9
37.6
47.6
C C C N N S
84.2
72.7
60.3
46.5
34.7
24.8
25.3
30.9
39.2
53.2
64.4
81.2
C N N S S S
59.1
50.5
37.4
24.2
18.2
13.0
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
F F F F
DuraGal®rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook Dimensions and properties Handbook 45
Dura
Gal r
ecta
ngul
ar H
ollo
w s
ecti
ons
- co
ntin
ued
Dim
ensi
ons
and
prop
erti
esGr
ade
C450
L0 (
AS 1
163)
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al 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
00 M
Pa)
and
a m
inim
um e
long
atio
n eq
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.
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
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t t
d-
2t t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
u-lu
s
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
100
x 50
x 6
.0 R
HS
5.0
RHS
4.0
RHS
3.5
RHS
3.0
RHS
2.5
RHS
2.0
RHS
1.6
RHS
12.0
10.3 8.49
7.53
6.60
5.56
4.50
3.64
0.27
4
0.27
9
0.28
3
0.28
5
0.29
0
0.29
1
0.29
3
0.29
5
22.8
27.0
33.3
37.9
43.9
52.4
65.1
81.0
6.33
8.00
10.5
12.3
14.7
18.0
23.0
29.3
14.7
18.0
23.0
26.6
31.3
38.0
48.0
60.5
1530
1310
1080 959
841
709
574
463
1.71
1.53
1.31
1.18
1.06
0.91
2
0.75
0
0.61
3
34.2
30.6
26.1
23.6
21.3
18.2
15.0
12.3
45.3
39.8
33.4
29.9
26.7
22.7
18.5
15.0
33.4
34.1
34.8
35.1
35.6
35.9
36.2
36.4
0.56
7
0.51
1
0.44
1
0.40
0
0.36
1
0.31
1
0.25
7
0.21
1
22.7
20.4
17.6
16.0
14.4
12.4
10.3 8.43
27.7
24.4
20.6
18.5
16.4
14.0
11.5 9.33
19.2
19.7
20.2
20.4
20.7
20.9
21.2
21.3
1.53
1.35
1.13
1.01
0.88
6
0.75
4
0.61
6
0.50
1
40.9
36.5
31.2
28.2
25.0
21.5
17.7
14.5
1.00
1.00
1.00
1.00
0.96
7
0.85
6
0.74
6
0.66
1
8.50
10.7
14.1
16.5
19.7
24.1
30.9
39.2
C C C C C C N N
45.3
39.8
33.4
29.9
26.7
22.7
18.2
12.5
19.7
24.1
30.9
35.6
42.0
51.0
64.4
81.2
C C N N S S S S
27.7
24.4
20.3
17.1
13.9
10.4 7.33
5.19
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
F F F
DuraGal®rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook46 Dimensions and properties Handbook
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)
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al 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
00 M
Pa)
and
a m
inim
um e
long
atio
n eq
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.
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
F
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
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t t
d-2
t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
75 x
50
x 6.
0 RH
S
5.0
RHS
4.0
RHS
3.0
RHS
2.5
RHS
2.0
RHS
1.6
RHS
9.67
8.35
6.92
5.42
4.58
3.72
3.01
0.22
4
0.22
9
0.23
3
0.24
0
0.24
1
0.24
3
0.24
5
23.2
27.4
33.7
44.2
52.7
65.4
81.3
6.33
8.00
10.5
14.7
18.0
23.0
29.3
10.5
13.0
16.8
23.0
28.0
35.5
44.9
1230
1060 881
691
584
474
383
0.80
0
0.72
6
0.63
0
0.52
2
0.45
0
0.37
2
0.30
5
21.3
19.4
16.8
13.9
12.0 9.91
8.14
28.1
24.9
21.1
17.1
14.6
12.0 9.75
25.5
26.1
26.7
27.5
27.7
28.0
28.2
0.42
1
0.38
4
0.33
5
0.27
8
0.24
0
0.19
9
0.16
4
16.9
15.4
13.4
11.1 9.60
7.96
6.56
21.1
18.8
16.0
12.9
11.0 9.06
7.40
18.5
19.0
19.5
20.0
20.3
20.5
20.7
1.01
0.89
1
0.75
4
0.59
3
0.50
5
0.41
4
0.33
7
29.3
26.4
22.7
18.4
15.9
13.1
10.8
1.00
1.00
1.00
1.00
1.00
0.90
4
0.79
9
8.50
10.7
14.1
19.7
24.1
30.9
39.2
C C C C C N N
28.1
24.9
21.1
17.1
14.6
11.8 8.26
14.1
17.4
22.5
30.9
37.6
47.6
60.2
C C C N N S S
21.1
18.8
16.0
12.8 9.95
7.07
5.01
75 x
25
x 2.
5 RH
S
2.0
RHS
1.6
RHS
3.60
2.93
2.38
0.19
1
0.19
3
0.19
5
53.1
65.8
81.7
8.00
10.5
13.6
28.0
35.5
44.9
459
374
303
0.28
5
0.23
8
0.19
7
7.60
6.36
5.26
10.1 8.31
6.81
24.9
25.3
25.5
0.04
87
0.04
14
0.03
47
3.89
3.31
2.78
4.53
3.77
3.11
10.3
10.5
10.7
0.14
4
0.12
0
0.09
93
7.14
6.04
5.05
1.00
0.87
8
0.74
6
10.7
14.1
18.3
C C C
10.1 8.31
6.81
37.6
47.6
60.2
N S S
4.05
2.88
2.02
F F F F
DuraGal®rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook Dimensions and properties Handbook 47
Dura
Gal r
ecta
ngul
ar H
ollo
w s
ecti
ons
- co
ntin
ued
Dim
ensi
ons
and
prop
erti
esGr
ade
C450
L0 (
AS 1
163)
Note
s:
1.
Thi
s ta
ble
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
11
63 g
rade
C45
0L0.
2. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al 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
00 M
Pa)
and
a m
inim
um e
long
atio
n eq
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.
com
pact
-ne
ss(3
)
(c,n
,s)
com
pact
-ne
ss(3
)
(c,n
,s)
Dim
ensi
ons
and
rati
ospr
oper
ties
prop
erti
es f
or D
esig
n to
As
4100
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
b-2t
t
d-2
t
t
Gros
sse
ctio
nAr
eaAb
out x
-axi
sAb
out y
-axi
s
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
orAb
out x
-axi
sAb
out y
-axi
s
d
b
tpe
r mpe
r tA g
I xZ x
S xr x
I yZ y
S yr y
JC
k fl e
xZ e
xl e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
310
3 mm
3
65 x
35
x 4.
0 RH
S
3.0
RHS
2.5
RHS
2.0
RHS
5.35
4.25
3.60
2.93
0.18
3
0.19
0
0.19
1
0.19
3
34.2
44.7
53.1
65.8
6.75
9.67
12.0
15.5
14.3
19.7
24.0
30.5
681
541
459
374
0.32
8
0.28
1
0.24
4
0.20
4
10.1 8.65
7.52
6.28
13.3
11.0 9.45
7.80
22.0
22.8
23.1
23.4
0.12
3
0.10
6
0.09
26
0.07
78
7.03
6.04
5.29
4.44
8.58
7.11
6.13
5.07
13.4
14.0
14.2
14.4
0.32
0
0.25
9
0.22
3
0.18
4
12.5
10.4 9.10
7.62
1.00
1.00
1.00
0.98
5
9.06
13.0
16.1
20.8
C C C C
13.3
11.0 9.45
7.80
19.1
26.4
32.2
40.9
C C N S
8.58
7.11
5.95
4.37
50 x
25
x 3.
0 RH
S
2.5
RHS
2.0
RHS
1.6
RHS
3.07
2.62
2.15
1.75
0.14
0
0.14
1
0.14
3
0.14
5
45.5
54.0
66.6
82.5
6.33
8.00
10.5
13.6
14.7
18.0
23.0
29.3
391
334
274
223
0.11
2
0.09
89
0.08
38
0.07
02
4.47
3.95
3.35
2.81
5.86
5.11
4.26
3.53
16.9
17.2
17.5
17.7
0.03
67
0.03
28
0.02
81
0.02
37
2.93
2.62
2.25
1.90
3.56
3.12
2.62
2.17
9.69
9.91
10.1
10.3
0.09
64
0.08
43
0.07
06
0.05
85
5.18
4.60
3.92
3.29
1.00
1.00
1.00
1.00
8.50
10.7
14.1
18.3
C C C C
5.86
5.11
4.26
3.53
19.7
24.1
30.9
39.2
C C N N
3.56
3.12
2.58
1.92
50 x
20
x 3.
0 RH
S
2.5
RHS
2.0
RHS
1.6
RHS
2.83
2.42
1.99
1.63
0.13
0
0.13
1
0.13
3
0.13
5
45.8
54.2
66.8
82.7
4.67
6.00
8.00
10.5
14.7
18.0
23.0
29.3
361
309
254
207
0.09
51
0.08
48
0.07
23
0.06
08
3.81
3.39
2.89
2.43
5.16
4.51
3.78
3.14
16.2
16.6
16.9
17.1
0.02
12
0.01
92
0.01
67
0.01
42
2.12
1.92
1.67
1.42
2.63
2.32
1.96
1.63
7.67
7.89
8.11
8.29
0.06
20
0.05
50
0.04
66
0.03
89
3.88
3.49
3.00
2.55
1.00
1.00
1.00
1.00
6.26
8.05
10.7
14.1
C C C C
5.16
4.51
3.78
3.14
19.7
24.1
30.9
39.2
C C N N
2.63
2.32
1.93
1.44
DuraGal®rHs
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook48 Dimensions and properties Handbook
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
)
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
is c
alcu
late
d in
acc
orda
nce
wit
h 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.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
3. A
ll co
lum
ns o
f th
e ta
ble
(exc
ept
for
“Mas
s pe
r m
etre
” an
d Ex
tern
al 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
re
spec
tive
thi
ckne
sses
t o
f 1.
6mm
and
2.5
mm
. Th
is is
to
com
ply
wit
h cl
ause
1.5
.1.6
of
AS/N
ZS46
00.
4. F
or S
quar
e an
d Re
ctan
gula
r 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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
F
Dim
ensi
on a
nd r
atio
sFu
ll se
ctio
n pr
oper
ties
effe
ctiv
e se
ctio
n pr
oper
ties
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
b-2r t
d-2r t
Full
sect
ion
Area
Abou
t x-a
xis
Abou
t y-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
effe
ctiv
ese
ctio
nAr
eaAb
out x
- and
y- a
xis
d
b
tpe
r mpe
r tA f
I xZ x
S xr x
I yZ y
S yr y
JC
A eI e
xZ e
xI e
yZ e
y
mm
m
m
mm
kg/m
m2 /
mm
2 /t
mm
2 1
06 mm
4 1
03 mm
3 1
03 mm
3m
m 1
06 mm
410
3 mm
310
3 mm
3m
m 1
06 mm
410
3 mm
3m
m2
106 m
m4
103 m
m3
106 m
m4
103 m
m3
75 x
25
x 2.
5 RH
S
1.6
RHS
3.60
2.38
0.19
1
0.19
5
53.1
81.7
27.3
47.7
6.42
13.2
442
276
0.27
6
0.18
1
7.37
4.83
9.72
6.23
25.0
25.6
0.04
73
0.03
20
3.78
2.56
4.38
2.85
10.3
10.8
0.13
9
0.09
11
6.93
4.65
442
227
0.27
6
0.18
1
7.37
4.83
0.04
73
0.02
51
3.78
2.01
50 x
25
x 2.
5 RH
S
1.6
RHS
2.62
1.75
0.14
1
0.14
5
54.0
82.5
16.8
30.5
6.42
13.2
322
204
0.09
60
0.06
47
3.84
2.59
4.94
3.23
17.3
17.8
0.03
19
0.02
19
2.55
1.75
3.02
2.00
9.95
10.4
0.08
17
0.05
37
4.47
3.04
322
204
0.09
60
0.06
47
3.84
2.59
0.03
19
0.02
19
2.55
1.75
50 x
20
x 2.
5 RH
S
1.6
RHS
2.42
1.63
0.13
1
0.13
5
54.2
82.7
16.8
30.5
4.33
9.79
298
189
0.08
24
0.05
61
3.30
2.25
4.37
2.88
16.6
17.2
0.01
88
0.01
32
1.88
1.32
2.25
1.50
7.93
8.35
0.05
34
0.03
59
3.40
2.36
298
189
0.08
24
0.05
61
3.30
2.25
0.01
88
0.01
32
1.88
1.32
F FF
Galtubeplus
RECTANGULARHOLLOWSECTIONS
yy
xx
Dimensions and properties Handbook Dimensions and properties Handbook 49
squa
re H
ollo
w s
ecti
ons
Dim
ensi
ons
and
prop
erti
esGr
ade
C350
L0 (
AS 1
163)
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
250
x 25
0 x
9.0
SHS
6.0
SHS
65.9
45.0
0.96
1
0.97
4
14.6
21.7
25.8
39.7
8400
5730
79.8
56.2
639
450
477
330
750
521
97.5
99.0
129 88.7
972
681
1.00
0.85
3
30.5
46.9
N S
744
409
200
x 20
0 x
9.0
SHS
6.0
SHS
5.0
SHS
51.8
35.6
29.9
0.76
1
0.77
4
0.77
9
14.7
21.8
26.0
20.2
31.3
38.0
6600
4530
3810
39.2
28.0
23.9
392
280
239
297
207
175
465
327
277
77.1
78.6
79.1
64.5
44.8
37.8
599
425
362
1.00
1.00
0.89
0
23.9
37.1
45.0
C N S
465
294
223
150
x 15
0 x
9.0
SHS
6.0
SHS
5.0
SHS
37.7
26.2
22.1
0.56
1
0.57
4
0.57
9
14.9
22.0
26.2
14.7
23.0
28.0
4800
3330
2810
15.4
11.3 9.70
205
150
129
159
113 96.1
248
178
151
56.6
58.2
58.7
26.1
18.4
15.6
316
229
197
1.00
1.00
1.00
17.4
27.2
33.1
C C N
248
178
144
125
x 12
5 x
9.0
SHS
6.0
SHS
5.0
SHS
4.0
SHS
30.6
21.4
18.2
14.8
0.46
1
0.47
4
0.47
9
0.48
3
15.1
22.1
26.3
32.7
11.9
18.8
23.0
29.3
3900
2730
2310
1880
8.38
6.29
5.44
4.52
134
101 87.1
72.3
106 76.5
65.4
53.6
165
120
103 84.5
46.4
48.0
48.5
49.0
14.5
10.4 8.87
7.25
208
154
133
110
1.00
1.00
1.00
1.00
14.1
22.3
27.2
34.6
C C C N
165
120
103 78.9
sHs
SQUAREHOLLOWSECTIONS
y y
xx
n
n
Dimensions and properties Handbook50 Dimensions and properties Handbook
squa
re H
ollo
w s
ecti
ons
- co
ntin
ued
Dim
ensi
ons
and
prop
erti
esGr
ade
C350
L0 (
AS 1
163)
s A
vaila
ble
as D
ualg
rade
350
L0/4
50L0
- p
leas
e re
fer
to p
age
44 “
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
100
x 10
0 x
9.0
SHS
6.0
SHS
5.0
SHS
4.0
SHS
3.0
SHS
23.5
16.7
14.2
11.6 8.96
0.36
1
0.37
4
0.37
9
0.38
3
0.39
0
15.4
22.4
26.6
32.9
43.5
9.11
14.7
18.0
23.0
31.3
3000
2130
1810
1480
1140
3.91
3.04
2.66
2.23
1.77
78.1
60.7
53.1
44.6
35.4
63.6
47.1
40.5
33.5
26.0
98.6
73.5
63.5
52.6
41.2
36.1
37.7
38.3
38.8
39.4
7.00
5.15
4.42
3.63
2.79
123 93.6
81.4
68.0
53.2
1.00
1.00
1.00
1.00
1.00
10.8
17.4
21.3
27.2
37.1
C C C C N
98.6
73.5
63.5
52.6
37.1
89 x
89
x 6.
0 SH
S
5.0
SHS
3.5
SHS
14.6
12.5 9.06
0.33
0
0.33
4
0.34
1
22.5
26.7
37.6
12.8
15.8
23.4
1870
1590
1150
2.06
1.81
1.37
46.2
40.7
30.9
36.3
31.4
23.2
56.6
49.1
36.5
33.2
33.7
34.5
3.54
3.05
2.24
71.6
62.7
47.1
1.00
1.00
1.00
15.2
18.7
27.7
C C C
56.6
49.1
36.5
75 x
75
x 6.
0 SH
S
5.0
SHS
4.0
SHS
3.0
SHS
2.5
SHS
12.0
10.3 8.49
6.60
5.56
0.27
4
0.27
9
0.28
3
0.29
0
0.29
1
22.8
27.0
33.3
43.9
52.4
10.5
13.0
16.8
23.0
28.0
1530
1310
1080 841
709
1.16
1.03
0.88
2
0.71
6
0.61
4
30.9
27.5
23.5
19.1
16.4
24.7
21.6
18.0
14.2
12.0
38.4
33.6
28.2
22.5
19.1
27.5
28.0
28.6
29.2
29.4
2.04
1.77
1.48
1.15
0.97
1
48.2
42.6
36.1
28.7
24.6
1.00
1.00
1.00
1.00
1.00
12.4
15.4
19.8
27.2
33.1
C C C C N
38.4
33.6
28.2
22.5
18.3
s s s s s s s s s s s s
y y
xx
n
n
sHs
SQUAREHOLLOWSECTIONS
Dimensions and properties Handbook Dimensions and properties Handbook 51
squa
re H
ollo
w s
ecti
ons
Dim
ensi
ons
and
prop
erti
esGr
ade
C350
L0 (
AS 1
163)
s A
vaila
ble
as D
ualg
rade
350
L0/4
50L0
- p
leas
e re
fer
to p
age
44 “
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
65 x
65
x 6.
0 SH
S
5.0
SHS
4.0
SHS
3.0
SHS
2.5
SHS
10.1 8.75
7.23
5.66
4.78
0.23
4
0.23
9
0.24
3
0.25
0
0.25
1
23.1
27.3
33.6
44.1
52.6
8.83
11.0
14.3
19.7
24.0
1290
1110 921
721
609
0.70
6
0.63
8
0.55
2
0.45
4
0.39
1
21.7
19.6
17.0
14.0
12.0
17.8
15.6
13.2
10.4 8.91
27.5
24.3
20.6
16.6
14.1
23.4
23.9
24.5
25.1
25.3
1.27
1.12
0.93
9
0.73
3
0.62
4
34.2
30.6
26.2
21.0
18.1
1.00
1.00
1.00
1.00
1.00
10.5
13.0
16.9
23.3
28.4
C C C C C
27.5
24.3
20.6
16.6
14.1
50 x
50
x 6.
0 SH
S
5.0
SHS
4.0
SHS
3.0
SHS
2.5
SHS
1.6
SHS
7.32
6.39
5.35
4.25
3.60
2.38
0.17
4
0.17
9
0.18
3
0.19
0
0.19
1
0.19
5
23.8
27.9
34.2
44.7
53.1
81.7
6.33
8.00
10.5
14.7
18.0
29.3
932
814
681
541
459
303
0.27
5
0.25
7
0.22
9
0.19
5
0.16
9
0.11
7
11.0
10.3 9.15
7.79
6.78
4.68
9.45
8.51
7.33
5.92
5.09
3.44
14.5
13.2
11.4 9.39
8.07
5.46
17.2
17.8
18.3
19.0
19.2
19.6
0.51
8
0.46
9
0.40
3
0.32
1
0.27
5
0.18
5
17.7
16.3
14.3
11.8
10.2 7.03
1.00
1.00
1.00
1.00
1.00
1.00
8.50
9.47
12.4
17.4
21.3
34.6
C C C C C N
14.5
13.2
11.4 9.39
8.07
5.10
ssssssss
sHs
SQUAREHOLLOWSECTIONS
y y
xx
n
n
Dimensions and properties Handbook52 Dimensions and properties Handbook
squa
re H
ollo
w s
ecti
ons
- co
ntin
ued
Dim
ensi
ons
and
prop
erti
esGr
ade
C350
L0 (
AS 1
163)
s A
vaila
ble
as D
ualg
rade
350
L0/4
50L0
- p
leas
e re
fer
to p
age
44 “
Dura
Gal R
ecta
ngul
ar H
ollo
w S
ecti
ons”
for
the
Pro
pert
ies
for De
sign
to
AS 4
100.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.4.
For
Squ
are
and
Rect
angu
lar
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.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
40 x
40
x 4.
0 SH
S
3.0
SHS
2.5
SHS
2.0
SHS
4.09
3.30
2.82
2.31
0.14
3
0.15
0
0.15
1
0.15
3
34.9
45.3
53.7
66.4
8.00
11.3
14.0
18.0
521
421
359
294
0.10
5
0.09
32
0.08
22
0.06
94
5.26
4.66
4.11
3.47
4.36
3.61
3.13
2.61
6.74
5.72
4.97
4.13
14.2
14.9
15.1
15.4
0.19
2
0.15
8
0.13
6
0.11
3
8.33
7.07
6.21
5.23
1.00
1.00
1.00
1.00
9.47
13.4
16.6
21.3
C C C C
6.74
5.72
4.97
4.13
35 x
35
x 4.
0 SH
S
3.0
SHS
2.5
SHS
3.46
2.83
2.42
0.12
3
0.13
0
0.13
1
35.4
8
45.8
54.2
6.75
9.67
12.0
441
361
309
0.06
0.05
95
0.05
29
3.68
3.40
3.02
3.16
2.67
2.33
4.86
4.23
3.69
12.1
12.8
13.1
0.12
1
0.10
2
0.08
89
5.94
5.18
4.58
1.00
1.00
1.00
11.4
14.2
C C
4.23
3.69
25 x
25
x 3.
0 SH
S
2.5
SHS
2.0
SHS
1.6
SHS
1.89
1.64
1.36
1.12
0.08
97
0.09
14
0.09
31
0.09
45
47.4
55.7
68.3
84.1
6.33
8.00
10.5
13.6
241
209
174
143
0.01
84
0.01
69
0.01
48
0.01
28
1.47
1.35
1.19
1.02
1.21
1.08
0.92
6
0.78
0
1.91
1.71
1.47
1.24
8.74
8.99
9.24
9.44
0.03
33
0.02
97
0.02
53
0.02
12
2.27
2.07
1.80
1.54
1.00
1.00
1.00
1.00
7.49
9.47
12.4
16.1
C C C C
1.91
1.71
1.47
1.24
s s s s s s s sss
y y
xx
n
n
See
note
s b
elow
sHs
SQUAREHOLLOWSECTIONS
Dimensions and properties Handbook Dimensions and properties Handbook 53
Dura
Gal s
quar
e 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
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
100
x 10
0 x
6.0
SHS
5.0
SHS
4.0
SHS
3.0
SHS
16.7
14.2
11.6 8.96
0.37
4
0.37
9
0.38
3
0.39
0
22.4
26.6
32.9
43.5
14.7
18.0
23.0
31.3
2130
1810
1480
1140
3.04
2.66
2.23
1.77
60.7
53.1
44.6
35.4
47.1
40.5
33.5
26.0
73.5
63.5
52.6
41.2
37.7
38.3
38.8
39.4
5.15
4.42
3.63
2.79
93.6
81.4
68.0
53.2
1.00
1.00
1.00
0.95
2
19.7
24.1
30.9
42.0
C C N S
73.5
63.5
51.9
34.4
90 x
90
x 2.
5 SH
S
2.0
SHS
6.74
5.45
0.35
1
0.35
3
52.1
64.8
34.0
43.0
859
694
1.09
0.88
9
24.1
19.7
17.6
14.3
28.0
22.8
35.6
35.8
1.70
1.38
36.2
29.6
0.87
8
0.69
6
45.6
57.7
S S
22.3
16.0
75 x
75
x 6.
0 SH
S
5.0
SHS
4.0
SHS
3.0
SHS
2.5
SHS
12.0
10.3 8.49
6.60
5.56
0.27
4
0.27
9
0.28
3
0.29
0
0.29
1
22.8
27.0
33.3
43.9
52.4
10.5
13.0
16.8
23.0
28.0
1530
1310
1080 841
709
1.16
1.03
0.88
2
0.71
6
0.61
4
30.9
27.5
23.5
19.1
16.4
24.7
21.6
18.0
14.2
12.0
38.4
33.6
28.2
22.5
19.1
27.5
28.0
28.6
29.2
29.4
2.04
1.77
1.48
1.15
0.97
1
48.2
42.6
36.1
28.7
24.6
1.00
1.00
1.00
1.00
1.00
14.1
17.4
22.5
30.9
37.6
C C C N N
38.4
33.6
28.2
22.2
17.0
65 x
65
x 6.
0 SH
S
5.0
SHS
4.0
SHS
3.0
SHS
2.5
SHS
10.1 8.75
7.23
5.66
4.78
0.23
4
0.23
9
0.24
3
0.25
0
0.25
1
23.1
27.3
33.6
44.1
52.6
8.83
11.0
14.3
19.7
24.0
1290
1110 921
721
609
0.70
6
0.63
8
0.55
2
0.45
4
0.39
1
21.7
19.6
17.0
14.0
12.0
17.8
15.6
13.2
10.4 8.91
27.5
24.3
20.6
16.6
14.1
23.4
23.9
24.5
25.1
25.3
1.27
1.12
0.93
9
0.73
3
0.62
4
34.2
30.6
26.2
21.0
18.1
1.00
1.00
1.00
1.00
1.00
11.9
14.8
19.1
26.4
32.2
C C C C N
27.5
24.3
20.6
16.6
13.7
FFF
DuraGal®sHs
SQUAREHOLLOWSECTIONS
y y
xx
n
n
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on; S
= Sl
ende
r Se
ctio
n; a
s de
fined
in A
S 41
00.
4. F
or S
quar
e an
d Re
ctan
gula
r 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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al D
ualg
rade
C35
0L0/
C450
L0 h
ollo
w s
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50 M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00 M
Pa)
and
a m
inim
um
elon
gati
on e
qual
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.
Dimensions and properties Handbook54 Dimensions and properties Handbook
Dura
Gal s
quar
e H
ollo
w s
ecti
ons
Dim
ensi
ons
and
prop
erti
esGr
ade
C450
L0 (
AS 1
163)
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
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. G
rade
C45
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on; S
= Sl
ende
r Se
ctio
n; a
s de
fined
in A
S 41
00.
4. F
or S
HS
and
RHS
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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
5. D
uraG
al D
ualg
rade
C35
0L0/
C450
L0 H
ollo
w S
ecti
ons
have
a m
inim
um y
ield
str
ess
of 4
50 M
Pa (
f y =
450
MPa
), a
min
imum
ten
sile
str
engt
h of
500
MPa
(f u
= 5
00 M
Pa)
and
a m
inim
um
elon
gati
on e
qual
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.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
t)
t
Gros
sse
ctio
nAr
eaAb
out x
-, y-
and
n-a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d
b
t
per m
per t
A gI x
Z xZ n
S xr x
JC
k f
l
e
com
pact
ness
(3)
Z
e
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
50 x
50
x 5.
0 SH
S
4.0
SHS
3.0
SHS
2.5
SHS
1.6
SHS
6.39
5.35
4.25
3.60
2.38
0.17
9
0.18
3
0.19
0
0.19
1
0.19
5
27.9
34.2
44.7
53.1
81.7
8.00
10.5
14.7
18.0
29.3
814
681
541
459
303
0.25
7
0.22
9
0.19
5
0.16
9
0.11
7
10.3 9.15
7.79
6.78
4.68
8.51
7.33
5.92
5.09
3.44
13.2
11.4 9.39
8.07
5.46
17.8
18.3
19.0
19.2
19.6
0.46
9
0.40
3
0.32
1
0.27
5
0.18
5
16.3
14.3
11.8
10.2 7.03
1.00
1.00
1.00
1.00
1.00
10.7
14.1
19.7
24.1
39.2
C C C C N
13.2
11.4 9.39
8.07
4.74
40 x
40
x 4.
0 SH
S
3.0
SHS
2.5
SHS
4.09
3.30
2.82
0.14
3
0.15
0
0.15
1
34.9
45.3
53.7
8.00
11.3
14.0
521
421
359
0.10
5
0.09
32
0.08
22
5.26
4.66
4.11
4.36
3.61
3.13
6.74
5.72
4.97
14.2
14.9
15.1
0.19
2
0.15
8
0.13
6
8.33
7.07
6.21
1.00
1.00
1.00
10.7
15.2
18.8
C C C
6.74
5.72
4.97
35 x
35
x 3.
0 SH
S
2.5
SHS
2.0
SHS
1.6
SHS
2.83
2.42
1.99
1.63
0.13
0
0.13
1
0.13
3
0.13
5
45.8
54.2
66.8
82.7
9.67
12.0
15.5
19.9
361
309
254
207
0.05
95
0.05
29
0.04
51
0.03
79
3.40
3.02
2.58
2.16
2.67
2.33
1.95
1.62
4.23
3.69
3.09
2.57
12.8
13.1
13.3
13.5
0.10
2
0.08
89
0.07
41
0.06
11
5.18
4.58
3.89
3.26
1.00
1.00
1.00
1.00
13.0
16.1
20.8
26.7
C C C C
4.23
3.69
3.09
2.57
25 x
25
x 3.
0 SH
S
2.5
SHS
2.0
SHS
1.6
SHS
1.89
1.64
1.36
1.12
0.08
97
0.09
14
0.09
31
0.09
45
47.4
55.7
68.3
84.1
6.33
8.00
10.5
13.6
241
209
174
143
0.01
84
0.01
69
0.01
48
0.01
28
1.47
1.35
1.19
1.02
1.21
1.08
0.92
6
0.78
0
1.91
1.71
1.47
1.24
8.74
8.99
9.24
9.44
0.03
33
0.02
97
0.02
53
0.02
12
2.27
2.07
1.80
1.54
1.00
1.00
1.00
1.00
8.50
10.7
14.1
18.3
C C C C
1.91
1.71
1.47
1.24
FF F
DuraGal®sHs
SQUAREHOLLOWSECTIONS
y y
xx
n
n
Dimensions and properties Handbook Dimensions and properties Handbook 55
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
)
Dim
ensi
on a
nd r
atio
sFu
ll se
ctio
n pr
oper
ties
effe
ctiv
e se
ctio
npr
oper
ties
Abou
t x- a
nd y
-axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
(b-2
r)
t
Full
sect
ion
Area
Abou
t x-,
y- a
nd n
-axi
s
tors
ion
cons
tant
tors
ion
mod
ulus
effe
ctiv
ese
ctio
nAr
ea
d
b
t
per m
per t
A fI x
Z xZ n
S xr x
JC
A eI e
xZ e
xZ e
n
mm
m
m
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
mm
210
6 mm
410
3 mm
310
3 mm
3
65 x
65
x 2.
5 SH
S
1.6
SHS
4.78
3.13
0.25
1
0.25
5
52.6
81.2
23.1
40.8
586
363
0.37
8
0.24
3
11.6 7.46
8.59
5.42
13.6 8.61
25.4
25.8
0.60
1
0.37
7
17.5
11.2
586
308
0.37
8
0.21
5
11.6 6.61
8.59
5.42
50 x
50
x 2.
5 SH
S
1.6
SHS
3.60
2.38
0.19
1
0.19
5
53.1
81.7
16.8
30.5
442
276
0.16
4
0.10
7
6.56
4.30
4.92
3.14
7.80
4.99
19.3
19.7
0.26
6
0.16
9
9.89
6.45
442
276
0.16
4
0.10
7
6.56
4.30
4.92
3.14
40 x
40
x 2.
5 SH
S
1.6
SHS
2.82
1.88
0.15
1
0.15
5
53.7
82.3
12.7
23.6
346
218
0.07
97
0.05
34
3.99
2.67
3.03
1.97
4.81
3.13
15.2
15.6
0.13
2
0.08
48
6.02
4.01
346
218
0.07
97
0.05
34
3.99
2.67
3.03
1.97
35 x
35
x 2.
5 SH
S
1.6
SHS
2.42
1.63
0.13
1
0.13
5
54.2
82.7
10.6
20.1
298
189
0.05
14
0.03
50
2.94
2.00
2.26
1.48
3.58
2.36
13.1
13.6
0.08
60
0.05
61
4.45
3.01
298
189
0.05
14
0.03
50
2.94
2.00
2.26
1.48
30 x
30
x 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 x
25
x 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 x
20
x 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
F
F T
hese
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.
Note
s:
1.
Thi
s ta
ble
is c
alcu
late
d in
acc
orda
nce
wit
h 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.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
3. A
ll co
lum
ns o
f th
e ta
ble
(exc
ept
for
“Mas
s pe
r m
etre
” 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
re
spec
tive
thi
ckne
sses
t o
f 1.
6mm
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. F
or S
quar
e an
d Re
ctan
gula
r 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 f
or s
ecti
ons
wit
h th
ickn
ess
t
< 3.
0mm
and
2.5
t fo
r se
ctio
ns w
ith
t >
3.0m
m.
F F F
Galtubeplus
SQUAREHOLLOWSECTIONS
y y
xx
n
n
Dimensions and properties Handbook56 Dimensions and properties Handbook
Jois
ts –
tap
er F
lang
e Be
ams
Dim
ensi
ons
and
prop
erti
es
Note
s:
1.
For
One
Stee
l-30
0PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2. F
or G
rade
350
sec
tion
s th
e te
nsile
str
engt
h (f
u) is
480
MPa
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion.
4. O
neSt
eel-
300P
LUS
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.
One
Stee
l-30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
ones
teel
-300
pLU
s
Desi
gnat
ion
mas
spe
rm
etre
Dept
hof
sect
ion
Flan
gew
idth
Flan
geth
ickn
ess
web
thic
knes
sro
otra
dii
toe
radi
i
Dept
hBe
twee
nFl
ange
sd 1
(bf-
t w)
Gros
s Ar
eaof
cro
ssse
ctio
nAb
out x
-axi
sAb
out y
-axi
sto
rsio
nco
nsta
ntw
arpi
ngco
nsta
nt
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 w
kg/m
mm
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
3m
m10
3 mm
410
9 mm
6
125
x 65
TFB
100
x 45
TFB
13.1 7.2
125
100
65 45
8.5
6.0
5.0
4.0
8.0
7.0
4.0
3.0
108 88
21.6
22.0
3.53
3.42
1670 917
4.34
1.46
69.4
29.2
80.3
34.1
50.9
39.9
0.33
7
0.07
95
10.4 3.53
17.2 6.0
14.2 9.31
40.2
11.6
1.14
0.01
76
prop
erti
es f
or A
sses
sing
sec
tion
cap
acit
y
ones
teel
-300
pLU
sAb
out x
-axi
sAb
out y
-axi
s
As
3679
.1-3
50Ab
out x
-axi
sAb
out y
-axi
s
Flan
gew
ebFo
rmFa
ctor
Flan
gew
ebFo
rmFa
ctor
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
mpa
mpa
kf
10
3 mm
310
3 mm
3m
pam
pak f
103 m
m3
103 m
m3
125
x 65
TFB
100
x 45
TFB
320
320
320
320
1 1
C C
80.3
34.1
C C
15.6 5.3
125
x 65
TFB
100
x 45
TFB
360
360
360
360
1 1
C C
80.3
34.1
C C
15.6 5.3
dd
1
t w
r 1
t f t fb
fbf-t
w2
xx
yy
r 2
98˚
==
Joists
TAPERFLANGEBEAMS
Dimensions and properties Handbook Dimensions and properties Handbook 57
Note
s:
1.
For
One
Stee
l-30
0PLU
S se
ctio
ns t
he t
ensi
le s
tren
gth
(fu)
is 4
40 M
Pa.
2. F
or G
rade
350
sec
tion
s th
e te
nsile
str
engt
h (f
u) is
480
MPa
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion.
4. O
neSt
eel-
300P
LUS
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.
On e
Stee
l-30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
Uni
vers
al B
eam
sDi
men
sion
s an
d pr
oper
ties
ones
teel
-300
pLU
s
Desi
gnat
ion
mas
spe
rm
etre
Dept
hof
sect
ion
Flan
gew
idth
Flan
geth
ickn
ess
web
thic
knes
sro
otra
dii
Dept
hBe
twee
nFl
ange
sd 1
(bf-
t w)
Gros
s Ar
eaof
cro
ssse
ctio
nAb
out x
-axi
sAb
out y
-axi
sto
r sio
nco
nsta
ntw
arpi
ngco
nsta
nt
db f
t ft w
r 1d 1
t w2t
fA g
I xZ x
S xr x
l yZ y
S yr y
JI w
kg/m
mm
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
3m
m10
3 mm
410
9 mm
6
610U
B
610U
B
610U
B
530U
B
530U
B
460U
B
460U
B
460U
B
410U
B
410U
B
360U
B
360U
B
360U
B
310U
B
310U
B
310U
B
125.
0
113.
0
101.
0
92.4
82.0
82.1
74.6
67.1
59.7
53.7
56.7
50.7
44.7
46.2
40.4
32.0
612
607
602
533
528
460
457
454
406
403
359
356
352
307
304
298
229
228
228
209
209
191
190
190
178
178
172
171
171
166
165
149
19.6
17.3
14.8
15.6
13.2
16.0
14.5
12.7
12.8
10.9
13.0
11.5 9.7
11.8
10.2 8.0
11.9
11.2
10.6
10.2 9.6
9.9
9.1
8.5
7.8
7.6
8.0
7.3
6.9
6.7
6.1
5.5
14.0
14.0
14.0
14.0
14.0
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
13.0
572
572
572
502
502
428
428
428
381
381
333
333
333
284
284
282
48.1
51.1
54 49.2
52.3
43.3
47.1
50.4
48.8
50.1
41.6
45.6
48.2
42.3
46.5
51.3
5.54
6.27
7.34
6.37
7.55
5.66
6.24
7.15
6.65
7.82
6.31
7.12
8.46
6.75
7.79
8.97
1600
0
1450
0
1300
0
1180
0
1050
0
1050
0
9520
8580
7640
6890
7240
6470
5720
5930
5210
4080
986.
00
875.
00
761.
00
554.
00
477.
00
372.
00
335.
00
296.
00
216.
00
188.
00
161.
00
142.
00
121.
00
100.
00
86.4
0
63.2
0
3230
2880
2530
2080
1810
1610
1460
1300
1060 933
899
798
689
354
569
424
3680
3290
2900
2370
2070
1840
1660
1480
1200
1060
1010 897
777
729
633
475
249.
0
246.
0
242.
0
217.
0
213.
0
188.
0
188.
0
186.
0
168.
0
165.
0
149.
0
148.
0
146.
0
130.
0
129.
0
124.
0
39.3
00
34.3
00
29.3
00
23.8
00
20.1
00
18.6
00
16.6
00
14.5
00
12.1
00
10.3
00
11.0
00
9.60
0
8.10
0
9.01
7.65
0
4.42
0
343.
0
300.
0
257.
0
228.
0
193.
0
195.
0
175.
0
153.
0
135.
0
115.
0
128.
0
112.
0
94.7
109.
0
92.7
59.3
536.
0
469.
0
402.
0
355.
0
301.
0
303.
0
271.
0
238.
0
209.
0
179.
0
198.
0
173.
0
146.
0
166.
0
142.
0
91.8
49.6
48.7
47.5
44.9
43.8
42.2
41.8
41.2
39.7
38.6
39.0
38.5
37.6
39.0
38.3
32.9
1560
.0
1140
.0
790.
0
775.
0
526.
0
701.
0
530.
0
378.
0
337.
0
234.
0
338.
0
241.
0
161.
0
233.
0
157.
0
86.5
3450
.00
2980
.00
2530
.00
1590
.00
1330
.00
919.
00
815.
00
708.
00
467.
00
394.
00
330.
00
284.
00
237.
00
197.
00
165.
00
92.9
0
UB
UNIVERSALBEAMS
dd
1t w r 1
t ft f
bfbf-t
w2
xx
yy
Dimensions and properties Handbook58 Dimensions and properties Handbook
Uni
vers
al B
eam
s -
cont
inue
dDi
men
sion
s an
d pr
oper
ties
ones
teel
-300
pLU
s
Desi
gnat
ion
mas
spe
rm
etre
Dept
hof
sect
ion
Flan
gew
idth
Flan
geth
ickn
ess
web
thic
knes
sro
otra
dii
Dept
hBe
twee
nFl
ange
sd 1
(bf-
t w)
Gros
s Ar
eaof
cro
ssse
ctio
nAb
out x
-axi
sAb
out y
-axi
sto
rsio
nco
nsta
ntw
arpi
ngco
nsta
nt
db f
t ft w
r 1d 1
t w2t
fA g
I xZ x
S xr x
l yZ y
S yr y
JI w
kg/m
mm
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
3m
m10
3 mm
410
9 mm
6
250U
B
250U
B
250U
B
200U
B
200U
B
200U
B
200U
B
180U
B
180U
B
180U
B
150U
B
150U
B
37.3
31.4
25.7
29.8
25.4
22.3
18.2
22.2
18.1
16.1
18.0
14.0
256
252
248
207
203
202
198
179
175
173
155
150
146
146
124
134
133
133 99 90 90 90 75 75
10.9 8.6
8.0
9.6
7.8
7.0
7.0
10.0 8.0
7.0
9.5
7.0
6.4
6.1
5.0
6.3
5.8
5.0
4.5
6.0
5.0
4.5
6.0
5.0
8.9
8.9
12.0 8.9
8.9
8.9
11.0 8.9
8.9
8.9
8.0
8.0
234
234
232
188
188
188
184
159
159
159
136
136
36.6
38.4
46.4
29.8
32.3
37.5
40.9
26.5
31.8
35.3
22.7
27.2
6.40
8.13
7.44
6.65
8.15
9.14
6.75
4.20
5.31
6.11
3.63
5.00
4750
4010
3270
3820
3230
2870
2320
2820
2300
2040
2300
1780
55.7
0
44.5
0
35.4
29.1
0
23.6
0
21.0
0
15.8
0
15.3
0
12.1
0
10.6
0
9.05
6.66
435
354
285
281
232
208
160
171
139
123
117 88.8
486
397
319
316
260
231
180
195
157
138
135
102
108.
0
105.
0
104.
0
87.3
85.4
85.5
82.6
73.6
72.6
72.0
62.8
61.1
5.66
0
4.47
0
2.55
0
3.86
0
3.06
0
2.75
0
1.14
0
1.22
0
0.97
5
0.85
3
0.67
2
0.49
5
77.5
61.2
41.1
57.5
46.1
41.3
23.0
27.1
21.7
19.0
17.9
13.2
119.
0
94.2
63.6
88.4
70.9
63.4
35.7
42.3
33.7
29.4
28.2
20.8
34.5
33.4
27.9
31.8
30.8
31.0
22.1
20.8
20.6
20.4
17.1
16.6
158.
0
89.3
67.4
105.
0
62.7
45.0
38.6
81.6
44.8
31.5
60.5
28.1
85.2
0
65.9
0
36.7
37.6
0
29.2
0
26.0
0
10.4
0
8.71
6.80
5.88
3.56
2.53
UB
UNIVERSALBEAMS
dd
1t w r 1
t ft f
bfbf-t
w2
xx
yy
Dimensions and properties Handbook Dimensions and properties Handbook 59
Uni
vers
al B
eam
spr
oper
ties
for
Des
ign
Note
s:
1.Fo
r On
eSte
el-3
00PL
US s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is 4
40 M
Pa.
2. F
or G
rade
350
sec
tion
s th
e te
nsile
str
engt
h (f
u) is
480
MPa
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion.
4.On
eSte
el-3
00PL
US h
ot r
olle
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.
One
Stee
l-30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
ones
teel
-300
pLU
sAb
out x
-axi
sAb
out y
-axi
s
As
3679
.1-3
50Ab
out x
-axi
sAb
out y
-axi
s
mas
s pe
r m
etre
Flan
gew
ebFo
rmFa
ctor
Flan
gew
ebFo
rmFa
ctor
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
kg/m
mpa
mpa
kf
103 m
m3
103 m
m3
mpa
mpa
k f10
3 mm
310
3 mm
3
610U
B
610U
B
610U
B
530U
B
530U
B
460U
B
460U
B
460U
B
410U
B
410U
B
360U
B
360U
B
360U
B
310U
B
310U
B
310U
B
125.
0
113.
0
101.
0
92.4
82.0
82.1
74.6
67.1
59.7
53.7
56.7
50.7
44.7
46.2
40.4
32.0
280
280
300
300
300
300
300
300
300
320
300
300
320
300
320
320
300
300
320
320
320
320
320
320
320
320
320
320
320
320
320
320
0.95
0
0.92
6
0.88
8
0.92
8
0.90
2
0.97
9
0.94
8
0.92
2
0.93
8
0.91
3
0.99
6
0.96
3
0.93
0
0.99
1
0.95
2
0.91
5
C C C C C C C C C C C C N C C N
3680
3290
2900
2370
2070
1840
1660
1480
1200
1060
1010 897
770
729
633
467
C C C C C C C C C C C C N C C N
515.
0
451.
0
386.
0
342.
0
289.
0
292.
0
262.
0
230.
0
203.
0
173.
0
193.
0
168.
0
140.
0
163.
0
139.
0
86.9
610U
B
610U
B
610U
B
530U
B
530U
B
460U
B
460U
B
460U
B
410U
B
410U
B
360U
B
360U
B
360U
B
310U
B
310U
B
310U
B
340
340
340
340
340
340
340
340
340
360
340
340
360
340
360
360
340
340
360
360
360
360
360
360
360
360
360
360
360
360
360
360
0.91
6
0.89
1
0.86
7
0.90
7
0.88
0
0.95
6
0.92
6
0.90
1
0.91
8
0.89
4
0.97
4
0.94
3
0.91
1
0.97
2
0.93
6
0.89
8
C C C C C C C C C N C C N C N N
3680
3290
2900
2370
2070
1840
1660
1480
1200
1050
1010 897
762
729
629
462
C C C C C C C C C N C C N C N N
515.
0
451.
0
386.
0
342.
0
289.
0
292.
0
262.
0
230.
0
203.
0
172.
0
193.
0
168.
0
139.
0
163.
0
138.
0
85.7
UB
UNIVERSALBEAMS
dd
1t w r 1
t ft f
bfbf-t
w2
xx
yy
Dimensions and properties Handbook60 Dimensions and properties Handbook
Uni
vers
al B
eam
s -
cont
inue
dpr
oper
ties
for
Des
ign
Note
s:
1.Fo
r On
eSte
el-3
00PL
US s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is 4
40 M
Pa.
2. F
or G
rade
350
sec
tion
s th
e te
nsile
str
engt
h (f
u) is
480
MPa
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion.
4.On
eSte
el-3
00PL
US h
ot r
olle
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.
One
Stee
l-30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
ones
teel
-300
pLU
sAb
out x
-axi
sAb
out y
-axi
s
As
3679
.1-3
50Ab
out x
-axi
sAb
out y
-axi
s
mas
s pe
r m
etre
Flan
gew
ebFo
rmFa
ctor
Flan
gew
ebFo
rmFa
ctor
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
kg/m
mpa
mpa
kf
103 m
m3
103 m
m3
mpa
mpa
k f10
3 mm
310
3 mm
3
250U
B
250U
B
250U
B
200U
B
200U
B
200U
B
200U
B
180U
B
180U
B
180U
B
150U
B
150U
B
37.3
31.4
25.7
29.8
25.4
22.3
18.2
22.2
18.1
16.1
18.0
14.0
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
1.00
0
1.00
0
0.94
9
1.00
0
1.00
0
1.00
0
0.99
0
1.00
0
1.00
0
1.00
0
1.00
0
1.00
0
C N C C N N C C C C C C
486
395
319
316
259
227
180
195
157
138
135
102
C N C C N N C C C C C C
116.
0
91.4
61.7
86.3
68.8
60.3
34.4
40.7
32.5
28.4
26.9
19.8
250U
B
250U
B
250U
B
200U
B
200U
B
200U
B
200U
B
180U
B
180U
B
180U
B
150U
B
150U
B
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
1.00
0
0.99
1
0.93
2
1.00
0
1.00
0
1.00
0
0.97
0
1.00
0
1.00
0
1.00
0
1.00
0
1.00
0
C N C C N N C C C C C C
486
392
319
316
257
225
180
195
157
138
135
102
C N C C N N C C C C C C
116.
0
90.3
61.7
86.3
68.0
59.4
34.4
40.7
32.5
28.4
26.9
19.8
UB
UNIVERSALBEAMS
dd
1t w r 1
t ft f
bfbf-t
w2
xx
yy
Dimensions and properties Handbook Dimensions and properties Handbook 61
Uni
vers
al c
olum
nsDi
men
sion
s an
d pr
oper
ties
ones
teel
-300
pLU
s
Desi
gnat
ion
mas
spe
rm
etre
Dept
hof
sect
ion
Flan
gew
idth
Flan
geth
ickn
ess
web
thic
knes
sro
otra
dii
Dept
hBe
twee
nFl
ange
sd 1
(bf-
t w)
Gros
s Ar
eaof
cro
ssse
ctio
nAb
out x
-axi
sAb
out y
-axi
sto
rsio
nco
nsta
ntw
arpi
ngco
nsta
nt
db f
t ft w
r 1d 1
t w2t
fA g
l xZ x
S xr x
I yZ y
S yr y
JI w
kg/m
mm
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
3m
m10
3 mm
410
9 mm
6
310U
C
310U
C
310U
C
310U
C
250U
C
250U
C
200U
C
200U
C
200U
C
150U
C
150U
C
150U
C
100U
C
158.
0
137.
0
118.
0
96.8
89.5
72.9
59.5
52.2
46.2
37.2
30.0
23.4
14.8
327
321
315
308
260
254
210
206
203
162
158
152 97
311
309
307
305
256
254
205
204
203
154
153
152 99
25.0
21.7
18.7
15.4
17.3
14.2
14.2
12.5
11.0
11.5 9.4
6.8
7.0
15.7
13.8
11.9 9.9
10.5 8.6
9.3
8.0
7.3
8.1
6.6
6.1
5.0
16.5
16.5
16.5
16.5
14.0
14.0
11.4
11.4
11.4 8.9
8.9
8.9
10.0
277
277
277
277
225
225
181
181
181
139
139
139 83
17.7
20.1
23.3
28.0
21.5
26.2
19.5
22.7
24.8
17.1
21.0
22.8
16.6
5.91
6.80
7.89
9.58
7.10
8.64
6.89
7.84
8.90
6.34
7.79
10.7
0
6.71
2010
0
1750
0
1500
0
1240
0
1140
0
9320
7620
6660
5900
4730
3860
2980
1890
388.
00
329.
00
277.
00
223.
00
143.
00
114.
00
61.3
0
52.8
0
45.9
0
22.2
0
17.6
0
12.6
0
3.18
2370
.0
2050
.0
1760
.0
1450
.0
1100
.0
897.
0
584.
0
512.
0
451.
0
274.
0
223.
0
166.
0
65.6
2680
.0
2300
.0
1960
.0
1600
.0
1230
.0
992.
0
656.
0
570.
0
500.
0
310.
0
250.
0
184.
0
74.4
139.
0
137.
0
136.
0
134.
0
112.
0
111.
0
89.7
89.1
88.2
68.4
67.5
65.1
41.1
125.
00
107.
00
90.2
0
72.9
0
48.4
0
38.8
0
20.4
0
17.7
0
15.3
0
7.01
5.62
3.98
1.14
807.
0
691.
0
588.
0
478.
0
378.
0
306.
0
199.
0
174.
0
151.
0
91.0
73.4
52.4
22.9
1230
.0
1050
.0
893.
0
725.
0
575.
0
463.
0
303.
0
264.
0
230.
0
139.
0
112.
0
80.2
35.2
78.9
78.2
77.5
76.7
65.2
64.5
51.7
51.5
51.0
38.5
38.1
36.6
24.5
3810
.0
2520
.0
1630
.0
928.
0
1040
.0
586.
0
477.
0
325.
0
228.
0
197.
0
109.
0
50.2
34.9
2860
.0
2390
.0
1980
.0
1560
.0
713.
0
557.
0
195.
0
166.
0
142.
0
39.6
30.8
21.1 2.3
Uc
UNIVERSALCOLUMNS
dd
1t w
r 1
t f t fb
f
bf-t
w2
xx
yy
Dimensions and properties Handbook62 Dimensions and properties Handbook
Uni
vers
al c
olum
nspr
oper
ties
for
Des
ign
Note
s:
1.Fo
r On
eSte
el-3
00PL
US s
ecti
ons
the
tens
ile s
tren
gth
(fu)
is 4
40 M
Pa.
2. F
or G
rade
350
sec
tion
s th
e te
nsile
str
engt
h (f
u) is
480
MPa
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion.
4.On
eSte
el-3
00PL
US h
ot r
olle
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.
One
Stee
l-30
0PLU
S re
plac
ed G
rade
250
as
the
base
gra
de f
or t
hese
sec
tion
s in
199
4.
ones
teel
-300
pLU
sAb
out x
-axi
sAb
out y
-axi
s
As
3679
.1-3
50Ab
out x
-axi
sAb
out y
-axi
s
mas
s pe
r m
etre
Flan
gew
ebFo
rmFa
ctor
Flan
gew
ebFo
rmFa
ctor
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
Desi
gnat
ion
f yf y
com
pact
ness
Z ex
com
pact
ness
Z ey
kg/m
mpa
mpa
kf
103 m
m3
103 m
m3
mpa
mpa
k f10
3 mm
310
3 mm
3
310U
C
310U
C
310U
C
310U
C
250U
C
250U
C
200U
C
200U
C
200U
C
150U
C
150U
C
150U
C
100U
C
158.
0
137.
0
118.
0
96.8
89.5
72.9
59.5
52.2
46.2
37.2
30.0
23.4
14.8
280
280
280
300
280
300
300
300
300
300
320
320
320
300
300
300
320
320
320
320
320
320
320
320
320
320
1 1 1 1 1 1 1 1 1 1 1 1 1
C C C N C N C C N C C N C
2680
.0
2300
.0
1960
.0
1560
.0
1230
.0
986.
0
656.
0
570.
0
494.
0
310.
0
250.
0
176.
0
74.4
C C C N C N C C N C C N C
1210
.0
1040
.0
882.
0
694.
0
567.
0
454.
0
299.
0
260.
0
223.
0
137.
0
110.
0
73.5
34.4
310U
C
310U
C
310U
C
310U
C
250U
C
250U
C
200U
C
200U
C
200U
C
150U
C
150U
C
150U
C
100U
C
340
340
340
340
340
340
340
340
340
340
360
360
360
340
340
340
360
360
360
360
360
360
360
360
360
360
1 1 1 1 1 1 1 1 1 1 1 1 1
C C N N C N C N N C N N C
2680
.0
2300
.0
1950
.0
1550
.0
1230
.0
977.
0
656.
0
569.
0
490.
0
310.
0
248.
0
174.
0
74.4
C C N N C N C N N C N N C
1210
.0
1040
.0
878.
0
684.
0
567.
0
448.
0
299.
0
260.
0
220.
0
137.
0
109.
0
72.3
34.4
Uc
UNIVERSALCOLUMNS
dd
1t w
r 1
t f t fb
f
bf-t
w2
xx
yy
Dimensions and properties Handbook Dimensions and properties Handbook 63
tube and pipeThe following pages provide a schedule of the descriptions, outside diameters, and wall thicknesses of pipe and tube, 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 our extensive stock range of material, and we hope it will enable you to specify to your requirements more exactly in cases where the outside diameters are not mentioned in the normal descriptions of our stock material. Mechanical property data has also been added for those instances where the pipe or tube is intended for a structural application. In instances where mechanical property data has not been included. Should you require this information, please contact us on 0800 478 335.
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. It describes the quality of material, workmanship and testing together with galvanising, packaging and marking. The weights and dimensions of tube to BS 1387 are also in accordance with ISO R65. AS 1074 is the Australian equivalent.
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 temperature properties. Part 2 covers Carbon, alloy and austenitic stainless steel tubes with specified elevated temperature properties. (There is no Australian Standard equivalent to BS 3059 but tubes of equal properties are covered by AS 1835 and AS 1836.)
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 in pipelines or similar services and are subject to the pressure and temperature limitations shown in the appropriate application standard. (There is no direct Australian equivalent but tubes of equal qualities are covered by AS 1835 and 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 BS 3601 but makes special mention of values at elevated 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. ASTM A106 is the American equivalent to 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 to dimensions and as its title implies is intended for pipe line reticulation of oil and gas. In certain specific areas it can 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-manganese steel tubes of round, square, rectangular or other non-circular cross-section, produced by either cold-forming or hot-forming, and intended for use in mechanical applications.
t&p
TUBEANDPIPE
Dimensions and properties Handbook64 Dimensions and properties Handbook
erw
wel
ded
tube
tech
nica
l spe
cific
atio
nsTh
e fo
llow
ing
mec
hani
cal p
rope
rtie
s qu
oted
are
for
the
mild
ste
el s
trip
pr
ior
to b
eing
man
ufac
ture
d in
to t
ubul
ar s
ecti
ons.
Whe
n fo
rmin
g st
eel s
trip
into
tub
ular
sec
tion
s, t
he m
echa
nica
l pro
pert
ies
are
affe
cted
. Th
e ex
tent
of
this
eff
ect
depe
nds
on t
he s
peci
fic d
imen
sion
s of
tub
e be
ing
prod
uced
and
par
ticu
larly
the
tub
e di
amet
er t
o th
ickn
ess
rati
o. I
n ge
nera
l dur
ing
tube
for
min
g, t
he y
ield
str
ess
will
be
subs
tant
ially
in
crea
sed,
the
ten
sile
str
engt
h sl
ight
ly in
crea
sed
and
elon
gati
on r
educ
ed.
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
.0m
m =
41%
, 1.
0 <
1.6m
m =
43%
, 1.
6mm
+ =
45%
Norm
al ran
ge o
f M
echa
nica
l Pro
pert
ies
of s
trip
Yiel
d st
ress
165
to 2
05 M
Pa
Tens
ile s
tres
s29
0 to
330
MPa
Elon
gati
on
41 t
o 55
%
spec
ified
che
mic
al c
ompo
siti
on -
(La
dle
Anal
ysis
)
Carb
onC
0.02
to
0.06
4% m
ax.
Man
gane
seM
n0.
17 t
o 0.
24%
max
.
Phos
phor
ous
P0.
022%
max
.
Sulp
hur
S0.
030
max
.
Vana
dium
V0.
010%
max
.
Silic
onSi
0.01
0% m
ax.
erw
siz
e ra
nge
ERW
Squ
are
Tube
size
(mm
)Ln
(m)
Kg/m
9.5
x 9.
5 x
1.2
5.5
0.34
9.5
x 9.
5 x
1.6
5.5
0.40
12.7
x 1
2.7
x 1.
25.
50.
49
12.7
x 1
2.7
x 1.
65.
50.
58
16.0
x 1
6.0
x 1.
25.
50.
55
16.0
x 1
6.0
x 1.
65.
50.
72
16.0
x 1
6.0
x 2.
05.
50.
92
19.0
x 1
9.0
x 1.
25.
50.
68
19.0
x 1
9.0
x 1.
65.
50.
89
19.0
x 1
9.0
x 2.
05.
51.
11
22.2
x 2
2.2
x 1.
25.
50.
81
22.2
x 2
2.2
x 1.
65.
51.
07
22.2
x 2
2.2
x 2.
05.
51.
31
25.4
x 2
5.4
x 1.
25.
50.
91
25.4
x 2
5.4
x 1.
45.
51.
05
25.4
x 2
5.4
x 1.
65.
51.
19
25.4
x 2
5.4
x 2.
05.
51.
47
31.8
x 3
1.8
x 1.
25.
51.
16
31.8
x 3
1.8
x 1.
65.
51.
53
31.8
x 3
1.8
x 2.
05.
51.
89
35.0
x 3
5.0
x 1.
25.
51.
37
35.0
x 3
5.0
x 1.
65.
51.
64
35.0
x 3
5.0
x 2.
05.
52.
03
38.0
x 3
8.0
x 1.
25.
51.
37
38.0
x 3
8.0
x 2.
05.
52.
25
51.0
x 5
1.0
x 1.
65.
52.
44
ERW
Rec
tang
ular
Tub
e
size
(mm
)Ln
(m)
Kg/m
25.4
x 1
2.7
x 1.
25.
50.
68
25.4
x 1
2.7
x 1.
65.
50.
89
31.8
x 1
6.0
x 1.
65.
51.
19
35.0
x 1
9.0
x 1.
25.
50.
97
35.0
x 1
9.0
x 1.
65.
51.
27
35.0
x 1
9.0
x 2.
05.
51.
57
38.0
x 2
5.4
x 1.
65.
51.
87
51.0
x 2
5.4
x 1.
25.
51.
37
51.0
x 2
5.4
x 1.
65.
51.
82
51.0
x 2
5.4
x 2.
05.
52.
25
63.5
x 3
8.0
x 2.
05.
53.
03
ERW
Rou
nd T
ube
Refe
r to
Tub
e an
d Pi
pe Q
uick
Re
fere
nce
Tabl
es
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 65
Hollo
w B
arM
echa
nica
l Pro
pert
ies
Hot
rol
led
cond
itio
nn
orm
alis
edco
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
0el
onga
tion
A m
in.
5.65
√so
18%
20%
Har
dnes
s20
0-24
0 BH
N18
0-22
0 BH
NLo
ngit
udin
al20
Jou
les
min
.40
Jou
les
min
.ch
arpy
iso
“v”
impa
ct t
est
at +
20ºC
at -
20ºC
Tole
ranc
es
Hot
rol
led
cold
red
uced
o uts
ide
Diam
eter
< 75
mm
+ 1.
00m
m -
0<
45m
m+
0.25
mm
- 0
75-1
00m
m+
1.20
mm
- 0
> 45
mm
+ 0.
30m
m -
0>
100m
m+
1.40
% -
0
wal
lM
inim
um t
hick
ness
not
mor
e th
an
5% b
elow
nom
inal
thi
ckne
ssM
inim
um t
hick
ness
not
mor
e th
an
5% b
elow
nom
inal
thi
ckne
ss
stra
ight
ness
Stra
ight
ness
- 1
in 1
000
mea
sure
d ov
er t
he t
otal
leng
thSt
raig
htne
ss -
1 in
150
0 m
easu
red
over
the
tot
al le
ngth
t&p
TUBEANDPIPE
Dimensions and properties Handbook66 Dimensions and properties Handbook
iden
tifica
tion
of t
ube
wal
l thi
ckne
sses
Ansi
B36
.10
Units
used
= m
illim
etre
s
nom
.pi
peo.
D.s c
hedu
lest
dw
ts c
hedu
leex
tra
stro
ngDo
uble
extr
ast
rong
nom
.pi
pem
mm
m10
2030
4060
8010
012
014
016
0m
m
610
.31.
731.
732.
412.
416
813
.72.
242.
243.
023.
028
1017
.12.
312.
313.
203.
2010
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
t&p
TUBEANDPIPE
sche
dule
Dimensions and properties Handbook Dimensions and properties Handbook 67
iden
tifica
tion
of t
ube
wal
l thi
ckne
sses
- c
onti
nued
Ansi
B36
.10
Units
used
= m
illim
etre
s
nom
.pi
peo.
D.sc
hedu
lest
dw
tsc
hedu
leex
tra
stro
ngDo
uble
extr
ast
rong
nom
.pi
pem
mm
m10
2030
4060
8010
012
014
016
0m
m
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
700
711.
27.
9212
.70
15.8
89.
5312
.70
700
750
762.
07.
9212
.70
15.8
89.
5312
.70
750
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
t&p
TUBEANDPIPE
sche
dule
Dimensions and properties Handbook68 Dimensions and properties Handbook
max
imum
saf
e w
orki
ng p
ress
ures
med
ium
& H
eavy
pre
ssur
e pi
pe –
spe
cific
atio
n: A
s 10
74 /
Bs
1387
nom
inal
size
(Dn)
Qual
ity
outs
ide
Diam
eter
wal
lth
ick-
ness
max
imum
reco
mm
ende
dte
st p
ress
ure
at
Ambi
ent t
emp
max
imum
saf
e w
orki
ng p
ress
ure
met
al t
empe
ratu
re º
c-4
5ºc
to 5
0ºc
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.
8Me
dium
Heav
y13
.513
.52.
32.
90.
641
0.76
542
.055
.661
0080
7028
.037
.140
7053
8025
.633
.937
2049
3023
.330
.833
8044
7020
.927
.730
3040
2018
.524
.526
9035
6016
.622
.024
1031
9015
.320
.222
2029
4014
.719
.421
3028
10
10Me
dium
Heav
y17
.217
.22.
32.
90.
839
1.02
31.7
41.5
4610
6020
21.2
27.7
3070
4020
19.4
25.3
2810
3680
17.6
23.0
2550
3340
15.8
20.6
2290
3000
14.0
18.3
2030
2660
12.5
16.4
1820
2380
11.6
15.1
1680
2190
11.1
14.5
1610
2100
15Me
dium
Heav
y21
.321
.32.
63.
21.
211.
4428
.636
.341
6052
7019
.124
.227
7035
1017
.522
.125
4032
1015
.920
.123
0029
2014
.218
.020
7026
2012
.616
.018
3023
2011
.314
.316
4020
8010
.413
.215
1019
209.
9912
.714
5018
40
20Me
dium
Heav
y26
.926
.92.
63.
21.
561.
8722
.127
.832
1040
4014
.718
.521
4026
9013
.517
.019
6024
6012
.215
.417
8022
4011
.013
.816
0020
109.
7512
.314
2017
808.
7311
.012
7015
908.
0510
.111
7014
707.
719.
7011
2014
10
25Me
dium
Heav
y33
.733
.73.
24.
02.
412.
9421
.727
.831
5040
3014
.518
.521
0026
9013
.216
.919
2024
6012
.015
.417
4022
3010
.813
.815
7020
009.
5612
.213
9017
808.
5611
.012
4015
907.
9010
.111
5014
707.
569.
6811
0014
00
32Me
dium
Heav
y42
.442
.43.
24.
03.
103.
8016
.921
.524
5031
2011
.314
.416
4020
8010
.313
.115
0019
109.
3711
.913
6017
308.
4110
.712
2015
507.
469.
5010
8013
806.
688.
5096
912
306.
167.
8489
411
405.
907.
5185
610
90
40Me
dium
Heav
y48
.348
.33.
24.
03.
574.
3814
.718
.721
4027
109.
8112
.514
2018
108.
9811
.413
0016
608.
1510
.411
8015
007.
329.
3010
6013
506.
498.
2494
212
005.
817.
3884
310
705.
366.
8077
898
85.
136.
5274
594
6
mas
s pe
r met
re
Blac
k pl
ain
ends
&
Groo
ved
Note
s:
1.
Th
e ab
ove
max
imum
reco
mm
ende
d te
st a
nd w
orki
ng p
ress
ures
are
app
licab
le o
nly
to th
e pi
pe, i
f and
onl
y if
• Th
e ap
plie
d lo
ads
are
only
from
inte
rnal
pre
ssur
e in
stra
ight
pip
e. T
he p
ipel
ine
shou
ld b
e su
ppor
ted
so th
at b
endi
ng a
nd e
xter
nal l
oads
are
avo
ided
. The
pip
elin
e m
ust a
lso b
e se
t up
with
sui
tabl
e fre
edom
of a
ngul
ar m
ovem
ent a
t joi
nts
and
bend
s an
d wi
th p
rovi
sion
to a
ccom
mod
ate
ther
mal
exp
ansio
n.•
The
max
imum
wor
king
pre
ssur
e is
bas
ed o
n a
desig
n st
reng
th o
f 130
MPa
at 5
0ºC,
and
90%
of t
he n
omin
al w
all t
hick
ness
to a
llow
for t
he m
inim
um th
ickn
ess
tole
ranc
e of
the
rele
vant
sta
ndar
d.•
AS 4
041
limits
the
max
imum
pre
ssur
e of
this
type
of p
ipe
(Cla
ss 2
) to
10
MPa
whe
n ca
rryin
g Ve
ry H
arm
ful F
luid
s (fl
uid
type
2)
and
for H
arm
ful g
ases
(flu
id ty
pe 3
). T
his
shou
ld b
e co
nsid
ered
whe
n de
signi
ng p
ipel
ines
. See
the
OneS
treel
pub
licat
ion
‘Flui
d ty
pe a
nd c
lass
es fo
r pre
ssur
e pi
ping
sys
tem
s’ fo
r inf
orm
atio
n on
flui
d ty
pes.
• Us
e of
this
pip
e is
pro
hibi
ted
wher
e th
e pi
pe c
onte
nts
are
Leth
al (
AS 4
041
fluid
type
1).
See
the
OneS
teel
pub
licat
ion
‘Flui
d ty
pe a
nd c
lass
es fo
r pre
ssur
e pi
ping
sys
tem
s’ fo
r inf
orm
atio
n on
flui
d ty
pes.
2.
The
pipi
ng s
yste
m w
orki
ng p
ress
ures
can
be
limite
d by
the
type
of c
oupl
ings
or t
he w
eldi
ng c
lass
use
d in
the
desig
n of
the
pipe
line.
3.
AS 3
920.
1 gi
ves
info
rmat
ion
on th
e ha
zard
leve
l of p
ress
ure
pipi
ng a
nd o
ther
pre
ssur
e eq
uipm
ent a
nd th
e QA
requ
ired
to c
ertif
y de
sign,
man
ufac
ture
and
inst
alla
tion.
4.
Pres
sure
s ha
ve b
een
calc
ulat
ed in
acc
orda
nce
with
AS
4041
-199
8 an
d th
e dr
aft r
evis
ion
ME/
1/8/
00-2
8. p
=2fe
Mt f
/(D
-tf)
whe
rep
= Sa
fe w
orki
ng p
ress
ure.
M
= 0
.7 C
lass
des
ign
fact
or fr
om A
S 40
41 ta
ble
3.12
.3 fo
r cla
ss 2
.f =
Des
ign
stre
ngth
s fro
m ta
ble
D2 o
f AS
4041
for A
S 10
74 p
rodu
ct.
t f =
0.9
x wa
ll th
ickn
ess,
in m
m.
e =
0.85
Wel
d jo
int f
acto
r fro
m ta
ble
3.12
.2 o
f AS
4041
for A
S 10
74 E
RW p
rodu
ct.
D =
Outs
ide
diam
eter
, in
mm
.5.
No
allo
wanc
e ha
s be
en m
ade
for c
orro
sion,
thre
adin
g, g
roov
ing
or m
achi
ning
.
cHs
CIRCULARHOLLOWSECTIONS
Dimensions and properties Handbook Dimensions and properties Handbook 69
max
imum
saf
e w
orki
ng p
ress
ures
- c
onti
nued
med
ium
& H
eavy
pre
ssur
e pi
pe –
spe
cific
atio
n: A
s 10
74 /
Bs
1387
nom
inal
size
(Dn)
Qual
ity
outs
ide
Diam
eter
wal
lth
ick-
ness
max
imum
reco
mm
ende
dte
st p
ress
ure
at
Ambi
ent t
emp
max
imum
saf
e w
orki
ng p
ress
ure
met
al t
empe
ratu
re º
c-4
5ºc
to 5
0ºc
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.
50Me
dium
Heav
y60
.360
.33.
64.
55.
036.
1913
.216
.719
1024
208.
7811
.112
7016
208.
0410
.211
7014
807.
309.
2510
6013
406.
558.
3195
112
105.
817.
3784
310
705.
206.
6075
595
84.
806.
0869
688
34.
595.
8366
784
6
65Me
dium
Heav
y76
.176
.13.
64.
56.
437.
9310
.313
.015
0018
906.
888.
7099
812
606.
307.
9691
411
605.
727.
2282
910
505.
136.
4974
594
24.
555.
7566
183
54.
075.
1559
174
83.
764.
7554
568
93.
604.
5552
266
0
80Me
dium
Heav
y88
.988
.94.
05.
08.
3710
.39.
7912
.414
2018
006.
538.
2594
812
005.
987.
5586
711
005.
426.
8578
799
54.
876.
1570
789
34.
325.
4662
779
23.
874.
8956
170
93.
574.
5051
865
43.
424.
3149
662
6
90Me
dium
Heav
y10
1.6
101.
64.
05.
09.
6311
.98.
5210
.812
4015
605.
687.
1782
510
405.
206.
5675
595
34.
725.
9668
586
44.
245.
3561
577
63.
764.
7454
668
83.
374.
2548
961
63.
103.
9245
056
82.
973.
7543
154
4
100
Medi
umHe
avy
114.
311
4.3
4.5
5.4
12.2
14.5
8.52
10.3
1240
1500
5.68
6.87
825
997
5.20
6.29
755
913
4.72
5.71
685
828
4.24
5.13
615
744
3.76
4.54
546
660
3.37
4.07
489
591
3.10
3.75
450
545
2.97
3.59
431
522
125
Medi
umHe
avy
139.
713
9.7
5.0
5.4
16.6
17.9
7.72
8.36
1120
1210
5.15
5.58
747
809
4.71
5.10
684
741
4.28
4.63
621
672
3.84
4.16
558
604
3.41
3.69
494
535
3.05
3.30
443
479
2.81
3.05
408
442
2.69
2.92
391
423
150
Medi
umHe
avy
165.
116
5.1
5.0
5.4
19.7
21.3
6.50
7.04
944
1020
4.33
4.69
629
681
3.97
4.29
576
623
3.60
3.90
523
566
3.23
3.50
469
508
2.87
3.10
416
450
2.57
2.78
373
403
2.37
2.56
344
372
2.27
2.45
329
356
mas
s pe
r met
re
Blac
k pl
ain
ends
&
Groo
ved
Note
s:
1.
The
abov
e m
axim
um re
com
men
ded
test
and
wor
king
pre
ssur
es a
re a
pplic
able
onl
y to
the
pipe
, if a
nd o
nly
if•
The
appl
ied
load
s ar
e on
ly fr
om in
tern
al p
ress
ure
in s
traig
ht p
ipe.
The
pip
elin
e sh
ould
be
supp
orte
d so
that
ben
ding
and
ext
erna
l loa
ds a
re a
void
ed. T
he p
ipel
ine
mus
t also
be
set u
p wi
th s
uita
ble
freed
om o
f ang
ular
mov
emen
t at j
oint
s an
d be
nds
and
with
pro
visio
n to
acc
omm
odat
e th
erm
al e
xpan
sion.
• Th
e m
axim
um w
orki
ng p
ress
ure
is b
ased
on
a de
sign
stre
ngth
of 1
30 M
Pa a
t 50º
C, a
nd 9
0% o
f the
nom
inal
wal
l thi
ckne
ss to
allo
w fo
r the
min
imum
thic
knes
s to
lera
nce
of th
e re
leva
nt s
tand
ard.
• AS
404
1 lim
its th
e m
axim
um p
ress
ure
of th
is ty
pe o
f pip
e (C
lass
2)
to 1
0 M
Pa w
hen
carry
ing
Very
Har
mfu
l Flu
ids
(flui
d ty
pe 2
) an
d fo
r Har
mfu
l gas
es (
fluid
type
3).
Thi
s sh
ould
be
cons
ider
ed w
hen
desig
ning
pip
elin
es. S
ee th
e On
eStre
el p
ublic
atio
n ‘Fl
uid
type
and
cla
sses
for p
ress
ure
pipi
ng s
yste
ms’
for i
nfor
mat
ion
on fl
uid
type
s.•
Use
of th
is p
ipe
is p
rohi
bite
d wh
ere
the
pipe
con
tent
s ar
e Le
thal
(AS
404
1 flu
id ty
pe 1
). S
ee th
e On
eSte
el p
ublic
atio
n ‘Fl
uid
type
and
cla
sses
for p
ress
ure
pipi
ng s
yste
ms’
for i
nfor
mat
ion
on fl
uid
type
s.2.
Th
e pi
ping
sys
tem
wor
king
pre
ssur
es c
an b
e lim
ited
by th
e ty
pe o
f cou
plin
gs o
r the
wel
ding
cla
ss u
sed
in th
e de
sign
of th
e pi
pelin
e.3.
AS
392
0.1
give
s in
form
atio
n on
the
haza
rd le
vel o
f pre
ssur
e pi
ping
and
oth
er p
ress
ure
equi
pmen
t and
the
QA re
quire
d to
cer
tify
desig
n, m
anuf
actu
re a
nd in
stal
latio
n.4.
Pr
essu
res
have
bee
n ca
lcul
ated
in a
ccor
danc
e wi
th A
S 40
41-1
998
and
the
draf
t rev
isio
n M
E/1/
8/00
-28.
p=2
feM
t f /
(D-t
f) w
here
p =
Safe
wor
king
pre
ssur
e.M
= 0
.7 C
lass
des
ign
fact
or fr
om A
S 40
41 ta
ble
3.12
.3 fo
r cla
ss 2
.f =
Des
ign
stre
ngth
s fro
m ta
ble
D2 o
f AS
4041
for A
S 10
74 p
rodu
ct.
t f=
0.9
x wa
ll th
ickn
ess,
in m
m.
e =
0.85
Wel
d jo
int f
acto
r fro
m ta
ble
3.12
.2 o
f AS
4041
for A
S 10
74 E
RW p
rodu
ct.
D =
Outs
ide
diam
eter
, in
mm
.5.
No
allo
wanc
e ha
s be
en m
ade
for c
orro
sion,
thre
adin
g, g
roov
ing
or m
achi
ning
.
cHs
CIRCULARHOLLOWSECTIONS
Dimensions and properties Handbook70 Dimensions and properties Handbook
tube
and
pip
e Qu
ick
refe
renc
e ta
bles
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
6.3
1.6
0.18
76.
3 O/
D x
1.60
TS
27 H
ydra
ulic
180
290
9.5
1.0
0.21
09.
5 O/
D x
1.00
Wel
ded
P.E.
150
275
1.2
0.24
69.
5 O/
D x
1.20
Wel
ded
P.E.
150
275
1.4
0.28
09.
5 O/
D x
1.40
Wel
ded
P.E.
150
275
1.4
0.28
09.
5 O/
D x
1.40
TS
27 H
ydra
ulic
180
290
1.6
0.31
29.
5 O/
D x
1.60
TS
27 H
ydra
ulic
180
290
2.0
0.37
09.
5 O/
D x
2.00
TS
27 H
ydra
ulic
180
290
11.1
1.0
0.24
911
.1 O
/D x
1.0
0 W
elde
d P.
E.15
027
51.
20.
293
11.1
O/D
x 1
.20
Wel
ded
P.E.
150
275
1.4
0.33
511
.1 O
/D x
1.4
0 W
elde
d P.
E.15
027
51.
60.
375
11.1
O/D
x 1
.60
Wel
ded
P.E.
150
275
12.7
1.0
0.28
712
.7 O
/D x
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 x
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 x
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 x
1.6
0 W
elde
d P.
E.0.
558
0.04
00.
088
0.13
80.
396
150
275
1.6
0.43
812
.7 O
/D x
1.6
0 TS
27
Hydr
aulic
0.55
80.
040
0.08
80.
138
0.39
618
029
02.
00.
528
12.7
O/D
x 2
.00
TS 2
7 Hy
drau
lic0.
675
0.04
00.
100
0.15
60.
384
180
290
13.5
2.3
0.65
08
NB M
ed. S
&S B
S 13
870.
819
0.04
20.
133
0.19
70.
403
195
320
2.9
0.77
08
NB H
eavy
S&S
BS
1387
0.97
60.
042
0.14
60.
217
0.38
919
532
014
.31.
00.
328
14.3
O/D
x 1
.0 W
elde
d P.
E.0.
410
0.04
50.
093
0.12
90.
471
150
275
1.2
0.38
814
.3 O
/D x
1.2
Wel
ded
P.E.
0.49
00.
045
0.10
70.
149
0.46
415
027
51.
40.
446
14.3
O/D
x 1
.4 W
elde
d P.
E.0.
565
0.04
50.
119
0.16
70.
458
150
275
1.6
0.50
114
.3 O
/D x
1.6
Wel
ded
P.E.
0.63
60.
045
0.13
10.
183
0.45
215
027
5
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F F F F F F F F F F
t&p
TUBEANDPIPE
F
Dimensions and properties Handbook Dimensions and properties Handbook 71
F F FF F
tube
and
pip
e Qu
ick
refe
renc
e ta
bles
- c
onti
nued
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
16.0
1.0
0.37
016
.0 O
/D x
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
x 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 x
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
x 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 x
2.0
Wel
ded
P.E.
0.88
00.
051
0.22
00.
275
0.50
015
027
52.
00.
691
16.0
O/D
x 2
.0 T
S 27
Hyd
raul
ic0.
880
0.05
10.
220
0.27
50.
500
180
290
17.2
2.3
0.85
210
NB
Med.
S&S
BS
1387
1.11
0.05
50.
325
0.37
20.
541
195
320
2.9
1.02
010
NB
Heav
y 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 x
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
x 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 x
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
x 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 x
2.0
Wel
ded
P.E.
1.07
00.
060
0.39
10.
412
0.60
515
027
52.
00.
839
19.0
O/D
x 2
.0 T
S 27
Hyd
raul
ic1.
070
0.06
00.
391
0.41
20.
605
180
290
21.3
2.0
0.95
215
NB
Ligh
t P.E
. BS
1387
1.21
0.06
70.
571
0.53
60.
686
195
320
2.0
0.95
215
NB
Dura
Gal E
x-Li
ght P
.E.
2.6
1.22
15 N
B Me
d P.
E./
S&S
BS 1
387
1.56
0.06
70.
702
0.65
50.
671
195
320
2.77
1.26
15 N
B AS
TM A
106
Grad
e B
Sch
401.
610.
067
0.70
80.
664
0.66
224
041
53.
21.
4515
NB
Heav
y P.
E./
S&S
BS 1
387
1.86
0.06
70.
792
0.73
90.
653
195
320
3.2
1.45
15 N
B X
3.2
Amm
onia
BS
3602
2.00
0.06
70.
792
0.73
90.
653
245
410
3.6
1.6
15 N
B X
3.2
Amm
onia
BS
3602
1.86
0.06
70.
816
0.76
70.
638
245
410
3.73
1.62
15 N
B AS
TM A
106
Grad
e B
Sch
802.
060.
067
0.83
0.78
0.63
424
041
54.
781.
9515
NB
ASTM
A10
6 Gr
ade
B Sc
h 16
02.
480.
067
0.91
70.
861
0.60
724
041
57.
472.
5615
NB
ASTM
A10
6 Gr
ade
B XX
S3.
20.
067
1.00
0.94
10.
555
240
415
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
FF F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook72 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
22.2
1.0
0.52
322
.2 O
/D x
1.0
Wel
ded
P.E.
0.66
0.07
0.37
50.
338
0.75
150
275
1.2
0.62
222
.2 O
/D x
1.2
Wel
ded
P.E.
0.79
20.
070.
438
0.39
40.
744
150
275
1.4
0.71
822
.2 O
/D x
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 x
1.6
Wel
ded
P.E.
1.04
0.07
0.55
30.
498
0.73
150
275
2.0
0.99
722
.2 O
/D x
2.0
Wel
ded
P.E.
1.27
0.07
0.65
40.
589
0.71
815
027
5
25.4
1.0
0.60
225
.4 O
/D x
1.0
Wel
ded
P.E.
0.77
0.08
0.57
10.
450.
863
150
275
1.2
0.71
625
.4 O
/D x
1.2
Wel
ded
P.E.
0.91
0.08
0.67
0.52
70.
857
150
275
1.4
0.82
925
.4 O
/D x
1.4
Wel
ded
P.E.
1.06
0.08
0.76
30.
60.
8515
027
51.
60.
939
25.4
O/D
x 1
.6 W
elde
d P.
E.1.
20.
080.
851
0.67
0.84
315
027
52.
01.
154
25.4
O/D
x 2
.0 W
elde
d P.
E.1.
470.
081.
010.
798
0.83
150
275
2.6
1.46
225
.4 O
/D x
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
x 2
.9 B
oile
r BS
3059
2.05
0.08
1.32
1.04
0.80
219
532
03.
21.
7525
.4 O
/D x
3.2
TS
27 H
ydra
ulic
2.23
0.08
1.4
1.11
0.79
318
029
06.
32.
9725
.4 O
/D x
6.3
Boi
ler B
S 30
593.
790.
081.
911.
510.
711
195
320
26.7
2.87
1.68
20 N
B AP
I Li
ne P
ipe
Sch
402.
150.
084
1.55
1.16
0.84
924
141
42.
871.
6820
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
2.15
0.08
41.
551.
160.
849
240
415
3.91
2.19
20 N
B AS
TM A
106
Grad
e B
Sch
802.
80.
084
1.87
1.4
0.81
724
041
55.
562.
8920
NB
ASTM
A10
6 Gr
ade
B Sc
h 16
07.
823.
6320
NB
ASTM
A10
6 Gr
ade
B Sc
h XX
S
26.9
2.0
1.23
20 N
B Du
raGa
l Ex-
Ligh
t P.E
.2.
01.
2320
NB
Galtu
be P
lus
P.E.
Plea
se re
fer t
o Ga
ltube
Plu
s ta
bles
on
page
90
2.3
1.40
20 N
B Du
raGa
l Lig
ht P
.E.
2.3
1.40
20 N
B Li
ght P
.E. B
S 13
871.
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 Me
d P.
E./
S&S
BS 1
387
2.02
0.08
51.
511.
120.
866
195
320
3.2
1.9
20 N
B He
avy
P.E.
/ S&
S BS
138
72.
420.
085
1.74
1.29
0.84
719
532
03.
62.
0720
NB
x 3.
6 Am
mon
ia B
S 36
022.
630.
085
1.83
1.36
0.83
324
541
0
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F F F F
t&p
TUBEANDPIPE
F F
Dimensions and properties Handbook Dimensions and properties Handbook 73
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
28.6
1.0
0.68
128
.6 O
/D x
1.0
Wel
ded
P.E.
0.86
40.
090.
827
0.57
80.
978
150
275
1.2
0.81
128
.6 O
/D x
1.2
Wel
ded
P.E.
1.03
0.09
0.97
10.
679
0.97
150
275
1.4
0.93
928
.6 O
/D x
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 x
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 x
2.0
Wel
ded
P.E.
1.67
0.09
1.49
1.04
0.94
315
027
5
31.8
1.0
0.76
31.8
O/D
x 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
x 1
.2 W
elde
d P.
E.1.
150.
11.
350.
851
1.08
150
275
1.4
1.05
31.8
O/D
x 1
.4 W
elde
d P.
E.1.
340.
11.
560.
973
1.08
150
275
1.6
1.19
231
.8 O
/D x
1.6
Wel
ded
P.E.
1.52
0.1
1.74
1.09
1.07
150
275
2.0
1.47
31.8
O/D
x 2
.0 W
elde
d P.
E.1.
870.
12.
091.
311.
0615
027
52.
92.
0731
.8 O
/D x
2.9
Boi
ler B
S 30
592.
630.
12.
781.
751.
0319
532
04.
02.
7431
.8 O
/D x
4.0
Boi
ler B
S 30
593.
50.
13.
442.
170.
993
195
320
6.3
3.9
31.8
O/D
x 6
.3 B
oile
r BS
3059
5.05
0.1
4.35
2.74
0.92
819
532
0
32.0
6.0
3.84
32 x
20
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 65
8.0
4.73
32 x
16
(Nom
) TI
M6V
Hol
low
Bar
33.4
3.38
2.5
25 N
B AP
I Li
ne p
ipe
Sch
403.
190.
105
3.64
2.18
1.07
241
414
3.38
2.5
25 N
B AS
TM A
106
Grad
e B
Sch
403.
190.
105
3.64
2.18
1.07
240
415
4.55
3.23
25 N
B AS
TM A
106
Grad
e B
Sch
804.
130.
105
4.4
2.63
1.03
240
415
6.35
4.23
25 N
B AS
TM A
106
Grad
e B
Sch
160
5.4
0.10
55.
213.
129.
8224
041
59.
095.
4525
NB
ASTM
A10
6 Gr
ade
B Sc
h XX
S
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook74 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
33.7
2.0
1.56
25 N
B Du
raGa
l Ex-
Ligh
t P.E
.2.
01.
5625
NB
Galtu
be P
lus
P.E.
Plea
se re
fer t
o Ga
ltube
CHS
Tab
le o
n pa
ge 9
02.
01.
5625
NB
I.L.
G Fi
rePl
us P
.E.
2.0
1.64
25 N
B H.
D.G.
Fire
Plus
G.B
.E.
2.6
1.99
25 N
B Du
raGa
l Lig
ht P
.E.
2.6
2.01
25 N
B Li
ght P
.E. B
S 13
872.
610.
106
3.26
1.91
1.12
195
320
3.2
2.41
25 N
B Du
raGa
l Med
P.E
.3.
22.
4125
NB
I.L.
G Me
d Fi
rePl
us3.
22.
4425
NB
Med
P.E.
/ S&
S BS
138
73.
150.
106
3.8
2.23
1.1
195
320
4.0
2.97
25 N
B H
eavy
P.E
./ S
&S B
S 13
873.
840.
106
4.42
2.59
1.07
195
320
4.0
2.97
25 N
B x
4.0
Amm
onia
BS
3602
3.84
0.10
64.
422.
591.
0724
541
0
35.0
1.0
0.83
935
.0 O
/D x
1.0
Wel
ded
P.E.
1.07
0.11
1.54
0.88
1.2
150
275
1.2
1.0
35.0
O/D
x 1
.2 W
elde
d P.
E.1.
270.
111.
821.
041.
215
027
51.
41.
1635
.0 O
/D x
1.4
Wel
ded
P.E.
1.48
0.11
2.09
1.19
1.19
150
275
1.6
1.31
835
.0 O
/D x
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 x
2.0
Wel
ded
P.E.
2.07
0.11
2.83
1.62
1.17
150
275
36.0
5.5
1.14
36 x
25
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
Bar t
able
on
page
65
8.0
5.52
36 x
20
(Nom
) TI
M6V
Hol
low
Bar
10.0
6.4
36 x
16
(Nom
) TI
M6V
Hol
low
Bar
38.0
1.0
0.91
338
.0 O
/D x
1.0
Wel
ded
P.E.
1.16
0.11
91.
991.
051.
3115
027
51.
21.
089
38.0
O/D
x 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 x
1.4
Wel
ded
P.E.
1.61
0.11
92.
71.
421.
2915
027
5
1.6
1.43
638
.0 O
/D x
1.6
Wel
ded
P.E.
1.83
0.11
93.
041.
61.
2915
027
5
2.0
1.77
638
.0 O
/D x
2.0
Wel
ded
P.E.
2.26
0.11
93.
681.
931.
2715
027
5
2.9
2.51
38.0
O/D
x 2
.9 B
oile
r BS
3059
3.2
0.11
94.
962.
611.
2419
532
0
6.3
4.93
38.0
O/D
x 2
.9 B
oile
r BS
3059
6.28
0.11
98.
194.
311.
1419
532
0
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F FF F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 75
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
r adi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
40.0
6.0
5.03
40 x
28
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
tabl
es o
n pa
ge 6
57.
56.
0140
x 2
5 (N
om)
TIM
6V H
ollo
w Ba
r10
.07.
440
x 2
0 (N
om)
TIM
6V H
ollo
w Ba
r
41.3
1.2
1.18
741
.3 O
/D x
1.2
Wel
ded
P.E.
1.51
0.13
3.04
1.47
1.42
150
275
1.4
1.37
841
.3 O
/D x
1.4
Wel
ded
P.E.
1.75
0.13
3.5
1.69
1.41
150
275
1.6
1.56
741
.3 O
/D x
1.6
Wel
ded
P.E.
1.99
0.13
3.93
1.91
1.4
150
275
2.0
1.93
941
.3 O
/D x
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
8.13
3.85
1.37
241
414
3.56
3.38
32 N
B AS
TM A
106
Grad
e B
Sch
404.
320.
133
8.13
3.85
1.37
240
415
4.85
4.47
32 N
B AP
I Li
ne p
ipe
Sch
805.
690.
133
10.0
94.
781.
3324
141
44.
854.
4732
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
5.69
0.13
310
.09
4.78
1.33
240
415
42.4
1.2
1.28
244
.5 O
/D x
1.2
Wel
ded
P.E.
1.63
0.14
3.83
1.72
1.53
150
275
1.4
1.48
844
.5 O
/D x
1.4
Wel
ded
P.E.
1.89
0.14
4.4
1.98
1.52
150
275
1.6
1.69
344
.5 O
/D x
1.6
Wel
ded
P.E.
2.16
0.14
4.97
2.23
1.52
150
275
2.0
1.99
32 N
B Du
raGa
l Ex-
Ligh
t P.E
.2.
01.
9932
NB
Galtu
be P
lus
P.E.
Plea
se re
fer t
o Ga
ltube
CHS
tabl
es o
n pa
ge 9
02.
01.
9932
NB
I.L.
G Fi
rePl
us P
.E.
2.0
2.09
644
.5 O
/D x
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
.E.
2.6
2.55
32 N
B Du
raGa
l Lig
ht P
.E.
2.6
2.58
32 N
B Li
ght P
.E. B
S 13
873.
340.
133
6.78
3.16
1.43
195
320
3.2
3.09
32 N
B Du
raGa
l Med
P.E
.3.
23.
0932
NB
I.L.
G Me
d Fi
rePl
us P
.E.
3.2
3.14
32 N
B Me
d P.
E./
S&S
BS 1
387
4.05
0.13
37.
993.
731.
4119
532
03.
23.
2644
.5 O
/D x
3.2
Boi
ler B
S 30
594.
150.
148.
914.
01.
4619
532
04.
03.
8432
NB
Hea
vy P
.E./
S&S
BS
1387
4.95
0.13
39.
424.
41.
3819
532
04.
54.
2132
NB
x 4.
5 Am
mon
ia B
S 36
025.
360.
133
9.76
4.6
1.35
245
410
6.3
5.94
44.5
O/D
x 6
.3 B
oile
r BS
3059
7.56
0.14
14.1
76.
371.
3719
532
0
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F FF F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook76 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
45.0
6.5
6.8
45 x
32
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 65
8.5
7.93
45 x
28
(Nom
) TI
M6V
Hol
low
Bar
12.5
10.0
145
x 2
0 (N
om)
TIM
6V H
ollo
w Ba
r
47.6
1.2
1.37
347
.6 O
/D x
1.2
Wel
ded
P.E.
1.75
0.15
4.71
1.98
1.64
150
275
1.4
1.59
547
.6 O
/D x
1.4
Wel
ded
P.E.
2.03
0.15
5.43
2.28
1.63
150
275
1.6
1.81
547
.6 O
/D x
1.6
Wel
ded
P.E.
2.31
0.15
6.12
2.57
1.63
150
275
2.0
2.24
947
.6 O
/D x
2.0
Wel
ded
P.E.
2.87
0.15
7.46
3.14
1.61
150
275
48.3
2.3
2.61
40 N
B Du
raGa
l Ex-
Ligh
t P.E
.2.
32.
6140
NB
Galtu
be P
lus
P.E.
Plea
se re
fer t
o Ga
ltube
CHS
tabl
es o
n pa
ge 9
0
2.3
2.61
40 N
B I.
L.G
Fire
Plus
P.E
.
2.3
2.73
40 N
B H.
D.G.
Fire
Plus
G.B
.E.
2.9
2.61
40 N
B Du
raGa
l Lig
ht P
.E.
2.9
3.25
40 N
B Li
ght P
.E. B
S 13
874.
210.
152
10.0
94.
511.
6119
532
0
3.2
3.56
40 N
B Du
raGa
l Med
P.E
.
3.2
3.56
40 N
B I.
L.G
Med
Fire
Plus
P.E
.
3.2
3.61
40 N
B Me
d P.
E./
S&S
BS 1
387
4.61
0.15
211
.84.
881.
619
532
0
3.68
4.05
40 N
B AP
I Li
ne p
ipe
Sch
405.
160.
152
12.9
35.
351.
5824
141
4
3.68
4.05
40 N
B AS
TM A
106
Grad
e B
Sch
405.
160.
152
12.9
35.
351.
5824
041
5
4.00
4.43
40 N
B He
avy
P.E.
/ S&
S BS
138
75.
660.
152
145.
81.
5719
532
0
4.00
4.43
48.3
O/D
x 4
.0 S
caffo
ld N
ZS14
135.
660.
152
145.
81.
5719
532
0
4.50
4.86
40 N
B x
4.5
Amm
onia
BS
3602
6.19
0.15
215
.01
6.21
1.56
245
410
5.08
5.41
40 N
B AP
I Li
ne p
ipe
Sch
806.
90.
152
16.3
36.
761.
5424
141
4
5.08
5.41
40 N
B AS
TM A
106
Grad
e B
Sch
806.
90.
152
16.3
36.
761.
5424
041
5
7.14
7.24
40 N
B AS
TM A
106
Grad
e B
Sch
160
10.1
59.
5640
NB
ASTM
A10
6 Gr
ade
B Sc
h XX
S
50.0
77.
7350
x 3
6 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
65
99.
4150
x 3
2 (N
om)
TIM
6V H
ollo
w Ba
r
12.5
11.5
550
x 2
5 (N
om)
TIM
6V H
ollo
w Ba
r
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F FF F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 77
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
51.0
1.2
1.47
151
.0 O
/D x
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 x
1.4
Wel
ded
P.E.
2.18
0.16
6.71
2.63
1.75
150
275
1.6
1.94
951
.0 O
/D x
1.6
Wel
ded
P.E.
2.48
0.16
7.58
2.97
1.75
150
275
2.0
2.41
751
.0 O
/D x
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 x
2.6
Wel
ded
P.E.
3.96
0.16
11.6
14.
551.
7115
027
53.
23.
7751
.0 O
/D x
3.2
Boi
ler B
S 30
594.
80.
1613
.79
5.41
1.69
195
320
3.25
3.82
751
.0 O
/D x
44.
5 I/
D Dr
awn
Fini
sh0.
16–
–6.
36.
9451
.0 O
/D x
6.3
Boi
ler B
S 30
590.
16–
–12
.511
.951
.0 O
/D x
12.
5 HF
S BS
360
115
.11
0.16
30.9
712
.14
1.43
235
410
54.0
1.2
1.56
354
.0 O
/D x
1.2
Wel
ded
P.E.
1.99
0.17
6.94
2.57
1.87
150
275
1.4
1.81
654
.0 O
/D x
1.4
Wel
ded
P.E.
2.31
0.17
8.01
2.97
1.86
150
275
1.6
2.06
854
.0 O
/D x
1.6
Wel
ded
P.E.
2.63
0.17
9.05
3.35
1.85
150
275
2.0
2.56
554
.0 O
/D x
2.0
Wel
ded
P.E.
3.27
0.17
11.0
64.
11.
8415
027
52.
63.
296
54.0
O/D
x 2
.6 W
elde
d P.
E.4.
20.
1713
.95.
151.
8215
027
5
56.0
8.0
9.82
56 x
40
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 65
10.0
11.7
156
x 3
6 (N
om)
TIM
6V H
ollo
w Ba
r14
.014
.49
56 x
28
(Nom
) TI
M6V
Hol
low
Bar
57.0
1.2
1.65
257
.0 O
/D x
1.2
Wel
ded
P.E.
2.1
0.17
98.
192.
871.
9715
027
51.
41.
920
57.0
O/D
x 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 x
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 x
2.0
Wel
ded
P.E.
3.46
0.17
913
.08
4.59
1.95
150
275
2.6
3.48
857
.0 O
/D x
2.6
Wel
ded
P.E.
4.44
0.17
916
.47
5.78
1.93
150
275
2.9
3.86
957
.0 O
/D x
2.9
Boi
ler B
S 30
594.
930.
179
18.0
86.
351.
9219
532
03.
24.
247
57.0
O/D
x 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 x
6.3
Boi
ler B
S 30
5914
.11
0.17
932
.74
11.4
91.
8119
532
0
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F FF F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook78 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
60.3
1.4
2.03
460
.3 O
/D x
1.4
Wel
ded
P.E.
2.59
0.18
911
.24
3.73
2.08
150
275
1.6
2.31
660
.3 O
/D x
1.6
Wel
ded
P.E.
2.95
0.18
912
.72
4.22
2.08
150
275
2.0
2.87
660
.3 O
/D x
2.0
Wel
ded
P.E.
3.66
0.18
915
.58
5.17
2.06
150
275
2.0
2.87
650
NB
Vict
aulit
e pi
pe3.
660.
189
15.5
85.
172.
0635
043
02.
33.
2950
NB
Dura
Gal E
x-Li
ght P
.E.
2.3
3.29
50 N
B Ga
ltube
Plu
s P.
E.Pl
ease
refe
r to
Galtu
be C
HS ta
bles
on
page
90
2.3
3.29
50 N
B I.
L.G
Fire
Plus
P.E
.2.
33.
4450
NB
H.D.
G. F
irePl
us G
.B.E
.2.
94.
1150
NB
Dura
Gal L
ight
P.E
.2.
94.
1150
NB
Ligh
t P.E
. BS
1387
5.31
0.18
921
.90
7.27
2.03
195
320
3.6
5.10
50 N
B Me
d P.
E./
S&S
BS
1387
6.51
0.18
926
.20
8.70
2.01
195
320
3.6
5.03
50 N
B Du
raGa
l Med
P.E
.3.
65.
0350
NB
I.L.
G Me
d Fi
rePl
us P
.E.
3.91
5.44
50 N
B AP
I Li
ne p
ipe
Sch
406.
930.
189
27.6
69.
182.
0024
141
43.
915.
4450
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
6.93
0.18
927
.66
9.18
2.00
240
415
4.50
6.17
50 N
B H
eavy
P.E
./ S
&S B
S 13
877.
840.
189
30.8
010
.20
1.98
195
320
4.90
6.69
50 N
B x
4.9
Amm
onia
BS
3602
8.53
0.18
932
.97
10.9
41.
9724
541
05.
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
11.0
713
.44
50 N
B AS
TM A
106
Grad
e B
Sch
XXS
63.0
6.5
9.44
63 x
50
(Nom
) TI
M6V
Hol
low
Bar
Plea
se re
fer t
o Ho
llow
Bar t
able
s on
pag
e 65
9.0
12.3
763
x 4
5 (N
om)
TIM
6V H
ollo
w Ba
r11
.515
.05
63 x
40
(Nom
) TI
M6V
Hol
low
Bar
13.5
16.9
763
x 3
6 (N
om)
TIM
6V H
ollo
w Ba
r15
.518
.68
63 x
32
(Nom
) TI
M6V
Hol
low
Bar
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 79
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
63.5
1.2
1.84
463
.5 O
/D x
1.2
Wel
ded
P.E.
2.35
0.19
911
.40
3.59
2.20
150
275
1.4
2.14
463
.5 O
/D x
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 x
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 x
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 x
3.2
Boi
ler B
S 30
596.
060.
199
27.6
38.
502.
1319
532
06.
38.
890
63.5
O/D
x 6
.3 B
oile
r BS
3059
11.3
30.
199
46.8
614
.75
2.03
195
320
12.5
15.7
0063
.5 O
/D x
12.
5 HF
S BS
360
1 20
.02
0.19
969
.03
21.7
41.
8623
541
0
63.6
6.4
9.03
50.8
I/D
x 6
.4 I
nt. C
ylin
der F
inis
h0.
200
––
70.0
1.6
2.69
970
.0 O
/D x
1.6
Wel
ded
P.E.
3.44
0.22
020
.12
5.75
2.41
150
275
2.0
3.35
470
.0 O
/D x
2.0
Wel
ded
P.E.
4.27
0.22
024
.72
7.06
2.41
150
275
2.6
4.32
70.0
O/D
x 2
.6 W
elde
d P.
E.5.
500.
220
31.3
18.
952.
3815
027
58.
012
.200
70.0
O/D
x 8
.0 H
FS B
S 36
01
15.5
80.
220
76.1
221
.75
2.21
235
410
71.0
7.5
12.1
871
x 5
6 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6510
.516
.15
71 x
50
(Nom
) TI
M6V
Hol
low
Bar
13.0
19.1
471
x 4
5 (N
om)
TIM
6V H
ollo
w Ba
r15
.521
.82
71 x
40
(Nom
) TI
M6V
Hol
low
Bar
17.5
23.7
271
x 3
6 (N
om)
TIM
6V H
ollo
w Ba
r
73.0
5.16
8.62
65 N
B AP
I Li
ne p
ipe
Sch
4011
.00
0.22
963
.63
17.4
32.
4124
141
45.
168.
6265
NB
ASTM
A10
6 Gr
ade
B Sc
h 40
11.0
00.
229
63.6
317
.43
2.41
240
415
7.01
11.4
165
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
14.5
30.
229
80.0
021
.92
2.35
240
415
75.0
7.5
13.3
475
x 6
0 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w ta
bles
on
page
65
9.5
15.9
075
x 5
6 (N
om)
TIM
6V H
ollo
w Ba
r12
.519
.87
75 x
50
(Nom
) TI
M6V
Hol
low
Bar
15.0
22.8
775
x 4
5 (N
om)
TIM
6V H
ollo
w Ba
r17
.525
.54
75 x
40
(Nom
) TI
M6V
Hol
low
Bar
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook80 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
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.
2.3
4.37
65 N
B H.
D.G.
Fire
Plus
G.B
.E.
2.6
4.71
65 N
B Ga
ltube
Plu
s P.
E.Pl
ease
refe
r to
Hollo
w ta
bles
on
page
65
3.2
5.75
65 N
B Du
raGa
l Lig
ht P
.E.
3.2
5.80
76.1
O/D
x 3
.2 B
oile
r BS
3059
7.45
0.23
949
.70
13.0
02.
5819
532
03.
66.
4465
NB
Dura
Gal M
ed P
.E.
3.6
6.44
65 N
B I.
L.G
Med
Fire
Plus
P.E
.3.
66.
5165
NB
Med
P.E.
/ S&
S BS
138
78.
340.
239
55.0
014
.40
2.57
195
320
4.5
7.90
65 N
B H
eavy
P.E
./ S
&S B
S 13
8710
.10
0.23
965
.00
17.1
02.
5419
532
04.
98.
6065
NB
x 4.
9 Am
mon
ia B
S 36
0210
.96
0.23
969
.78
18.3
42.
5324
541
06.
310
.80
76.1
O/D
x 6
.3 B
oile
r BS
3059
13.8
20.
239
84.8
222
.29
2.48
195
320
8.0
13.4
476
.1 O
/D x
8.0
Boi
ler B
S 30
5917
.11
0.23
910
126
.43
2.42
195
320
9.5
15.6
076
.1 O
/D x
9.5
HFS
BS
3601
19.8
80.
239
112
29.5
52.
3923
541
012
.519
.60
76.1
O/D
x 1
2.5
HFS
BS 3
601
24.9
80.
239
131
34.4
72.
2923
541
0
76.3
6.4
11.0
363
.5 I
/D x
6.4
Int
. Cyl
inde
r Fin
ish
80.0
8.5
15.5
880
x 6
3 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w ta
bles
on
page
65
12.0
20.7
580
x 5
6 (N
om)
TIM
6V H
ollo
w Ba
r15
.024
.77
80 x
50
(Nom
) TI
M6V
Hol
low
Bar
17.5
27.7
680
x 4
5 (N
om)
TIM
6V H
ollo
w Ba
r20
.030
.42
80 x
40
(Nom
) TI
M6V
Hol
low
Bar
85.0
9.0
17.5
085
x 6
7 (N
om)
TIM
6V H
ollo
w Ba
r12
.022
.27
85 x
61
(Nom
) TI
M6V
Hol
low
Bar
15.0
26.6
785
x 5
5 (N
om)
TIM
6V H
ollo
w Ba
r17
.529
.98
85 x
50
(Nom
) TI
M6V
Hol
low
Bar
20.0
32.9
685
x 4
5 (N
om)
TIM
6V H
ollo
w Ba
r
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 81
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
88.9
1.6
3.44
588
.9 O
/D x
1.6
Wel
ded
P.E.
4.39
0.27
941
.82
9.41
3.09
150
275
2.0
4.28
688
.9 O
/D x
2.0
Wel
ded
P.E.
5.46
0.27
951
.57
11.6
03.
0715
027
52.
04.
286
80 N
B Vi
ctau
lite
pipe
5.46
0.27
951
.57
11.6
03.
0735
043
02.
65.
5380
NB
Ex-L
ight
Dur
aGal
P.E
.2.
65.
5380
NB
I.L.
G Fi
rePl
us P
.E.
2.6
5.75
80 N
B H.
D.G.
Fire
Plus
G.B
.E.
3.2
6.76
80 N
B Du
raGa
l Lig
ht P
.E.
3.6
7.57
88.9
O/D
x 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
BS
1387
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
.4.
08.
3880
NB
I.L.
G Me
d Fi
rePl
us P
.E.
414
4.8
9.96
80 N
B Ul
traPi
pe C
350L
O AS
116
3Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
14.
910
.10
80 N
B H
eavy
P.E
./ S
&S B
S 13
8712
.90
0.27
911
425
.60
2.98
195
320
5.4
11.1
080
NB
x 5.
4 Am
mon
ia B
S 36
0214
.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
5.5
11.3
080
NB
Ultra
Pipe
C35
0LO
AS 1
163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
7.62
15.2
780
NB
ASTM
A10
6 Gr
ade
B Sc
h 80
19.4
50.
279
162
36.4
72.
8924
041
58.
0015
.96
88.9
O/D
x 8
.0 B
oile
r BS
3059
20.3
30.
279
168
37.7
92.
8719
532
09.
518
.60
88.9
O/D
x 9
.5 H
FS B
S 36
01
23.7
00.
279
189
42.6
12.
8223
541
011
.13
21.3
380
NB
ASTM
A10
6 Gr
ade
B Sc
h 16
012
.523
.60
88.9
O/D
x 1
2.5
HFS
15.2
427
.67
80 N
B AS
TM A
106
Grad
e B
Sch
XXS
89.0
6.4
13.0
476
.2 I
/D x
6.4
Int
. Cyl
inde
r Fin
ish
90.0
9.5
19.5
390
x 7
1 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6511
.522
.95
90 x
67
(Nom
) TI
M6V
Hol
low
Bar
13.5
26.2
390
x 6
3 (N
om)
TIM
6V H
ollo
w Ba
r17
.031
.49
90 x
56
(Nom
) TI
M6V
Hol
low
Bar
20.0
35.4
990
x 5
0 (N
om)
TIM
6V H
ollo
w Ba
r
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook82 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofi n
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
s tre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
95.0
10.0
21.6
795
x 7
5 (N
om)
TIM
6V H
ollo
w Ba
r13
.027
.08
95 x
69
(Nom
) TI
M6V
Hol
low
Bar
14.0
28.8
095
x 6
7 (N
om)
TIM
6V H
ollo
w Ba
r16
.032
.08
95 x
63
(Nom
) TI
M6V
Hol
low
Bar
19.5
37.3
395
x 5
6 (N
om)
TIM
6V H
ollo
w Ba
r22
.541
.31
95 x
50
(Nom
) TI
M6V
Hol
low
Bar
100.
010
.023
.06
100
x 80
(No
m)
TIM
6V H
ollo
w Ba
r12
.527
.84
100
x 75
(No
m)
TIM
6V H
ollo
w Ba
r14
.531
.51
100
x 71
(No
m)
TIM
6V H
ollo
w Ba
r18
.538
.28
100
x 63
(No
m)
TIM
6V H
ollo
w Ba
r22
.043
.52
100
x 56
(No
m)
TIM
6V H
ollo
w Ba
r
101.
61.
63.
946
101.
6 O/
D x
1.6
Wel
ded
P.E.
5.02
0.31
963
.00
12.3
73.
5315
027
52.
04.
913
101.
6 O/
D x
2.0
Wel
ded
P.E.
6.26
0.31
977
.63
15.2
83.
5215
027
52.
66.
348
101.
6 O/
D x
2.6
Wel
ded
P.E.
8.09
0.31
999
.14
19.5
23.
5015
027
53.
68.
7010
1.6
O/D
x 3.
6 Bo
iler B
S 30
5911
.08
0.31
913
3.00
26.2
33.
4719
532
06.
314
.80
101.
6 O/
D x
6.3
HFS
BS 3
601
18.8
60.
319
215.
0042
.33
3.38
235
410
8.0
18.5
010
1.6
O/D
x 8.
0 Bo
iler B
S 30
5923
.52
0.31
926
0.00
51.0
83.
3219
532
09.
521
.58
101.
6 O/
D x
9.5
HFS
BS 3
601
27.4
90.
319
295.
0057
.98
3.27
235
410
12.5
27.4
810
1.6
O/D
x 12
.5 H
FS B
S 36
01
34.9
90.
319
350.
0069
.69
3.18
235
410
106.
010
.526
.18
106
x 85
(No
m)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6513
.030
.78
106
x 80
(No
m)
TIM
6V H
ollo
w Ba
r17
.539
.34
106
x 71
(No
m)
TIM
6V H
ollo
w Ba
r21
.546
.10
106
x 63
(No
m)
TIM
6V H
ollo
w Ba
r25
.051
.34
106
x 56
(No
m)
TIM
6V H
ollo
w Ba
r
112.
011
.029
.06
112
x 90
(No
m)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6513
.533
.88
112
x 85
(No
m)
TIM
6V H
ollo
w Ba
r16
.039
.04
112
x 80
(No
m)
TIM
6V H
ollo
w Ba
r20
.547
.63
112
x 71
(No
m)
TIM
6V H
ollo
w Ba
r24
.554
.37
112
x 63
(No
m)
TIM
6V H
ollo
w Ba
r
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 83
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
114.
33.
058.
3710
0 NB
I.L
.G F
irePl
us P
.E.
3.05
8.65
100
NB H
.D.G
. Fire
Plus
G.B
.E.
3.18
8.70
100
NB x
3.1
8 AP
I Li
ne P
ipe
11.1
00.
359
171
30.0
13.
9324
141
43.
208.
7710
0 NB
Dur
aGal
Ex-
Ligh
t 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 B
S 13
8715
.40
0.35
923
340
.80
3.89
195
320
4.50
12.2
010
0 NB
Dur
aGal
Med
P.E
.4.
5012
.20
100
NB I
.L.G
Med
Fire
Plus
P.E
.4.
7812
.89
100
NB x
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
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
15.
4014
.50
100
NB H
eavy
P.E
./ S
&S B
S 13
8718
.40
0.35
927
447
.90
3.86
195
320
5.40
14.5
010
0 NB
x 5
.4 A
mm
onia
BS
3602
18.4
00.
359
274
47.9
03.
8624
541
06.
0016
.00
100
NB U
ltraP
ipe
C350
LO A
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
16.
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
930
152
.68
3.83
240
415
6.30
16.8
011
4.3
O/D
x 6.
3 HF
S BS
360
121
.38
0.35
931
354
.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
59.
5024
.60
114.
3 O/
D x
9.5
HFS
BS 3
601
31.2
70.
359
433
75.7
53.
7223
541
012
.50
31.4
511
4.3
O/D
x 12
.5 H
FS B
S 36
0139
.98
0.35
952
691
.98
3.63
235
410
13.4
933
.54
100
NB A
STM
A10
6 Gr
ade
B Sc
h 16
017
.12
41.0
110
0 NB
AST
M A
106
Grad
e B
Sch
XXS
114.
46.
4017
.05
101.
6 I/
D x
6.4
Int.
Cylin
der F
inis
h–
–
118.
011
.532
.08
118
x 95
(No
m)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6514
.037
.12
118
x 90
(No
m)
TIM
6V H
ollo
w Ba
r19
.047
.79
118
x 80
(No
m)
TIM
6V H
ollo
w Ba
r23
.556
.36
118
x 71
(No
m)
TIM
6V H
ollo
w Ba
r27
.563
.09
118
x 63
(No
m)
TIM
6V H
ollo
w Ba
r
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
FF F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook84 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
125.
012
.536
.68
125
x 10
0 (N
om)
TIM
6V H
ollo
w Ba
r15
.042
.05
125
x 95
(No
m)
TIM
6V H
ollo
w Ba
r17
.547
.82
125
x 90
(No
m)
TIM
6V H
ollo
w Ba
r22
.558
.57
125
x 80
(No
m)
TIM
6V H
ollo
w Ba
r27
.067
.12
125
x 71
(No
m)
TIM
6V H
ollo
w Ba
r
127.
06.
3018
.812
7.0
O/D
x 6.
3 HF
S BS
360
123
.89
0.39
943
668
.70
4.27
235
410
9.50
27.5
127.
0 O/
D x
9.5
HFS
BS 3
601
35.0
70.
399
609
95.9
34.
1723
541
012
.50
35.3
127.
0 O/
D x
12.5
HFS
BS
3601
44.9
60.
399
746
117.
004.
0723
541
0
132.
013
.039
.65
132
x 10
6 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6517
.049
.72
132
x 98
(No
m)
TIM
6V H
ollo
w Ba
r21
.059
.23
132
x 90
(No
m)
TIM
6V H
ollo
w Ba
r26
.069
.95
132
x 80
(No
m)
TIM
6V H
ollo
w Ba
r30
.578
.48
132
x 71
(No
m)
TIM
6V H
ollo
w Ba
r
139.
74.
8816
.212
5 NB
Med
P.E
./ S
&S A
S 10
7420
.70
0.43
947
067
.30
4.77
–32
55.
4017
.012
5 NB
Hea
vy P
.E./
S&S
AS
1074
22.7
00.
439
513
73.5
04.
75–
325
5.40
17.0
125
NB x
5.4
Am
mon
ia B
S 36
0222
.70
0.43
951
373
.50
4.75
245
410
6.30
19.7
139.
7 O/
D x
6.3
HFS
BS 3
601
26.4
00.
439
588
84.2
74.
7223
541
012
.50
39.2
139.
7 O/
D x
12.5
HFS
BS
3601
49
.95
0.43
910
2014
64.
5223
541
019
.00
56.5
613
9.7
O/D
x 19
.0 H
FS B
S 36
01
72.0
50.
439
1345
192
4.32
235
410
140.
014
.045
.20
140
x 11
2 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6517
.053
.27
140
x 10
6 (N
om)
TIM
6V H
ollo
w Ba
r20
.061
.01
140
x 10
0 (N
om)
TIM
6V H
ollo
w Ba
r25
.073
.01
140
x 90
(No
m)
TIM
6V H
ollo
w Ba
r30
.083
.71
140
x 80
(No
m)
TIM
6V H
ollo
w Ba
r
141.
33.
1810
.80
125
NB x
3.1
8 AP
I Li
ne P
ipe
13.8
00.
444
329
46.6
04.
8824
141
46.
5521
.78
125
NB A
PI L
ine
pipe
Sch
40
27.7
30.
444
630
89.2
94.
7724
141
46.
5521
.78
125
NB A
STM
A10
6 Gr
ade
B Sc
h 40
27.7
30.
444
630
89.2
94.
7724
041
59.
5330
.94
125
NB A
STM
A10
6 Gr
ade
B Sc
h 80
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 85
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
142.
87.
926
.28
142.
8 O/
D x
7.9
Int.
Cylin
der F
inis
h
150.
012
.549
.73
150
x 12
5 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6514
.054
.36
150
x 12
2 (N
om)
TIM
6V H
ollo
w Ba
r16
.054
.82
150
x 11
8 (N
om)
TIM
6V H
ollo
w Ba
r22
.071
.57
150
x 10
6 (N
om)
TIM
6V H
ollo
w Ba
r27
.585
.54
150
x 95
(No
m)
TIM
6V H
ollo
w Ba
r33
.010
0.77
150
x 84
(No
m)
TIM
6V H
ollo
w Ba
r35
.010
2.05
150
x 80
(No
m)
TIM
6V H
ollo
w Ba
r
152.
46.
322
.70
152.
4 O/
D x
6.3
HFS
BS 3
601
28.9
10.
479
773
101
5.17
235
410
9.5
33.5
015
2.4
O/D
x 9.
5 HF
S BS
360
142
.65
0.47
910
9314
35.
0623
541
012
.543
.10
152.
4 O/
D x
12.5
HFS
BS
3601
54.9
30.
479
1355
178
4.96
235
410
19.0
62.5
015
2.4
O/D
x 19
.0 H
FS B
S 36
0180
.00
0.47
918
0723
74.
7623
541
025
.078
.50
152.
4 O/
D x
25.0
HFS
BS
3601
100.
000.
479
2108
276
4.59
235
410
160.
014
.056
.46
160
x 13
2 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6519
.068
.29
160
x 12
2 (N
om)
TIM
6V H
ollo
w Ba
r24
.082
.96
160
x 11
2 (N
om)
TIM
6V H
ollo
w Ba
r30
.099
.02
160
x 10
0 (N
om)
TIM
6V H
ollo
w Ba
r32
.510
9.46
160
x 95
(No
m)
TIM
6V H
ollo
w Ba
r35
.011
0.97
160
x 90
(No
m)
TIM
6V H
ollo
w Ba
r
165.
12.
510
.00
150
NB V
icta
ulite
pip
e12
.80
0.51
942
251
.10
5.75
350
430
3.4
14.0
015
0 NB
Prim
ed F
irePl
us P
.E.
3.4
14.0
015
0 NB
H.D
.G. F
irePl
us G
.B.E
.4.
8819
.20
150
NB M
ed P
.E./
S&S
AS
1074
24.5
00.
519
788
95.5
05.
67–
325
5.40
21.3
015
0 NB
Hea
vy P
.E./
S&S
AS
1074
27.0
00.
519
863
104
5.65
–32
55.
4021
.30
150
NB x
5.4
Am
mon
ia B
S 36
0227
.00
0.51
986
310
45.
6524
541
012
.50
47.0
016
5.1
O/D
x 12
.5 H
FS B
S 36
01
59.9
30.
519
1756
213
5.41
235
410
165.
26.
425
.06
152
I/D
x 6.
4 In
t. Cy
linde
r Fin
ish
––
168.
27.
931
.23
152
I/D
x 7.
9 In
t. Cy
linde
r Fin
ish
––
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F F F F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook86 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
168.
33.
1812
.94
150
NB x
3.1
8 AP
I Li
ne P
ipe
16.4
90.
529
562
66.8
5.83
241
414
4.78
19.2
315
0 NB
x 4
.78
API
Line
Pip
e24
.55
0.52
982
197
.65.
7824
141
44.
7819
.23
150
NB x
4.7
8 AS
TM A
106
Grad
e B
24.5
50.
529
821
97.6
5.78
240
415
4.8
25.4
150
NB U
ltraP
ipe
C350
LO A
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
15.
0020
.13
150
NB x
5.0
API
Lin
e Pi
pe25
.65
0.52
985
610
25.
7724
041
56.
3525
.615
0 NB
x 6
.35
API
Line
Pip
e32
.60
0.52
910
7012
75.
7324
041
56.
433
.615
0 NB
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
7.1
28.2
150
NB U
ltraP
ipe
C350
LO A
S 11
637.
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
AST
M A
106
Grad
e B
Sch
4036
.00
0.52
911
7013
95.
7024
041
510
.97
42.5
615
0 NB
AST
M A
106
Grad
e B
Sch
8054
.20
0.52
916
9020
15.
5924
041
514
.27
54.2
015
0 NB
AST
M A
106
Grad
e B
Sch
120
18.2
667
.55
150
NB A
STM
A10
6 Gr
ade
B Sc
h 16
021
.95
79.1
815
0 NB
AST
M A
106
Grad
e B
Sch
XXS
170.
015
.061
.92
170
x 14
0 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6520
.076
.49
170
x 13
0 (N
om)
TIM
6V H
ollo
w Ba
r26
.095
.14
170
x 11
8 (N
om)
TIM
6V H
ollo
w Ba
r30
.010
6.67
170
x 11
0 (N
om)
TIM
6V H
ollo
w Ba
r35
.011
9.90
170
x 10
0 (N
om)
TIM
6V H
ollo
w Ba
r
180.
015
.069
.77
180
x 15
0 (N
om)
TIM
6V H
ollo
w Ba
r17
.077
.99
180
x 14
6 (N
om)
TIM
6V H
ollo
w Ba
r20
.081
.72
180
x 14
0 (N
om)
TIM
6V H
ollo
w Ba
r27
.510
6.57
180
x 12
5 (N
om)
TIM
6V H
ollo
w Ba
r34
.012
6.03
180
x 11
2 (N
om)
TIM
6V H
ollo
w Ba
r40
.014
2.02
180
x 10
0 (N
om)
TIM
6V H
ollo
w Ba
r
190.
015
.076
.56
190
x 16
0 (N
om)
TIM
6V H
ollo
w Ba
r17
.585
.24
190
x 15
5 (N
om)
TIM
6V H
ollo
w Ba
r20
.086
.98
190
x 15
0 (N
om)
TIM
6V H
ollo
w Ba
r29
.011
8.65
190
x 13
2 (N
om)
TIM
6V H
ollo
w Ba
r36
.014
0.74
190
x 11
8 (N
om)
TIM
6V H
ollo
w Ba
r
F
Thes
e ite
ms
are
not c
omm
only
sto
cked
, the
y ar
e av
aila
ble
on re
ques
t. M
inim
um o
rder
qua
ntiti
es m
ay a
pply.
Ple
ase
cont
act y
our l
ocal
Ste
el &
Tub
e br
anch
.
F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook Dimensions and properties Handbook 87
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofin
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
stre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
193.
77.
132
.719
3.7
O/D
x 7.
1 HF
S BS
360
141
.60
0.60
818
1418
76.
6023
541
012
.555
.919
3.7
O/D
x 12
.5 H
FS B
S 36
0171
.16
0.60
829
3430
36.
4223
541
0
200.
020
.092
.25
200
x 16
0 (N
om)
TIM
6V H
ollo
w Ba
rPl
ease
refe
r to
Hollo
w Ba
r tab
les
on p
age
6530
.012
9.62
200
x 14
0 (N
om)
TIM
6V H
ollo
w Ba
r
219.
13.
016
.00
200
NB V
icta
ulite
pip
e20
.40
0.68
811
9010
97.
6435
043
04.
021
.120
0 NB
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
4.78
25.2
120
0 NB
x 4
.78
API
Line
pip
e32
.30
0.68
818
6016
97.
5824
141
44.
825
.420
0 NB
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
6.35
33.3
120
0 NB
API
Lin
e pi
pe S
ch 2
042
.44
0.68
824
0321
97.
5324
141
46.
3533
.31
200
NB A
STM
A10
6 Gr
ade
B Sc
h 20
42.4
40.
688
2403
219
7.53
240
415
6.4
33.6
200
NB U
ltraP
ipe
C350
LO A
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
18.
1842
.53
200
NB A
PI L
ine
pipe
Sch
40
54.2
00.
688
3018
275
7.47
241
414
8.18
42.5
320
0 NB
AST
M A
106
Grad
e B
Sch
4054
.20
0.68
830
1827
57.
4724
041
58.
242
.620
0 NB
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
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 x
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
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
6.4
42.1
250
NB U
ltraP
ipe
C350
LO A
S 11
639.
360
.525
0 NB
Ultr
aPip
e C3
50LO
AS
1163
12.7
81.6
250
NB U
ltraP
ipe
C350
LO A
S 11
63
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F F F F
t&p
TUBEANDPIPE
Dimensions and properties Handbook88 Dimensions and properties Handbook
outs
ide
Diam
eter
thic
knes
s
mas
s pe
rm
etre
Usua
l sal
es D
escr
ipti
onAr
eaof
sec
tion
surf
ace
Area
mom
ent
ofi n
erti
ael
asti
cm
odul
us
radi
usof
Gyra
tion
yiel
dst
ress
Ulti
mat
ete
nsile
s tre
ngth
IZ
rm
inm
in
mm
mm
kg/m
cm2
m2 /
mcm
4 cm
3 cm
mpa
mpa
323.
84.
7837
.53
300
NB x
4.7
8 AP
I Li
ne p
ipe
47.9
1.02
6096
377
11.3
241
414
6.35
49.4
030
0 NB
API
Lin
e pi
pe S
ch 2
063
.41.
0279
8949
411
.324
141
46.
3549
.40
300
NB A
STM
A10
6 Gr
ade
B Sc
h 20
63.4
1.02
7989
494
11.3
240
415
7.92
61.6
930
0 NB
x 7
.92
ASTM
A10
6 Gr
ade
B78
.61.
0298
0960
611
.224
041
59.
5273
.70
300
NB A
PI L
ine
pipe
STD
93.8
1.02
1160
071
711
.124
141
49.
5273
.70
300
NB A
STM
A10
6 Gr
ade
B ST
D93
.81.
0211
600
717
11.1
240
415
10.3
179
.65
300
NB A
STM
A10
6 Gr
ade
B Sc
h 40
102
1.02
1249
077
111
.024
041
512
.730
0 NB
AST
M A
106
Grad
e B
XS17
.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
Ultr
aPip
e C3
50LO
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
9.5
73.7
300
NB U
ltraP
ipe
C350
LO A
S 11
6312
.797
.530
0 NB
Ultr
aPip
e C3
50LO
AS
1163
355.
66.
463
.135
0 NB
Ultr
aPip
e C3
50L0
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
9.5
93.0
350
NB U
ltraP
ipe
C350
L0 A
S 11
639.
5381
.135
0 NB
AST
M A
106
Grad
e B
Sch
3010
31.
1215
500
871
12.2
240
415
9.53
81.1
835
0 NB
API
Lin
e pi
pe S
ch S
TD12
.710
735
0 NB
Ultr
aPip
e C3
50L0
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
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
6.4
63.1
400
NB U
ltraP
ipe
C350
L0 A
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
19.
593
.040
0 NB
Ultr
aPip
e C3
50L0
AS
1163
9.53
93.0
400
NB A
STM
A10
6 Gr
ade
B Sc
h 30
118
1.28
2330
011
5014
.024
041
59.
5362
.62
400
NB A
PI L
ine
pipe
Sch
STD
12.7
123
400
NB U
ltraP
ipe
C350
L0 A
S 11
63Pl
ease
refe
r to
Ultra
Pipe
tabl
es o
n pa
ge 9
1
457.
06.
471
.140
0 NB
Ultr
aPip
e C3
50L0
AS
1163
Plea
se re
fer t
o Ul
traPi
pe ta
bles
on
page
91
9.5
105
400
NB U
ltraP
ipe
C350
L0 A
S 11
6312
.713
940
0 NB
Ultr
aPip
e C3
50L0
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
F
Th
ese
item
s ar
e no
t com
mon
ly s
tock
ed, t
hey
are
avai
labl
e on
requ
est.
Min
imum
ord
er q
uant
ities
may
app
ly. P
leas
e co
ntac
t you
r loc
al S
teel
& T
ube
bran
ch.
F
t&p
TUBEANDPIPE
circ
ular
Hol
low
sec
tion
sDi
men
sion
s an
d pr
oper
ties
Grad
e C2
50L0
(AS
116
3)
Note
s:
1.
Thi
s ta
ble
is c
alcu
late
d in
acc
orda
nce
wit
h AS
410
0 us
ing
desi
gn y
ield
str
ess
f y =
250
MPa
and
des
ign
tens
ile s
tren
gth
f u =
320
MPa
as
per
AS 4
100
tabl
e 2.
1 fo
r AS
116
3 gr
ade
C250
L0.
2. G
rade
C25
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on; S
= Sl
ende
r Se
ctio
n; a
s de
fined
in A
S 41
00.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t any
axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
d o t
Gros
sse
ctio
nAr
eaAb
out a
ny a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d o
tpe
r mpe
r tA g
IZ
Sr
JC
k f
l
s
com
pact
ness
(3)
Z
e
mm
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
165.
1 x
5.4
CHS
5.0
CHS
21.3
19.7
0.51
9
0.51
9
24.4
26.3
30.6
33.0
2710
2510
8.65
8.07
105 97.7
138
128
56.5
56.6
17.3
16.1
209
195
1.00
1.00
30.6
33.0
C C
138
128
139.
7 x
5.4
CHS
5.0
CHS
17.9
16.6
0.43
9
0.43
9
24.5
26.4
25.9
27.9
2280
2120
5.14
4.81
73.7
68.8
97.4
90.8
47.5
47.7
10.3 9.61
147
138
1.00
1.00
25.9
27.9
C C
97.4
90.8
114.
3 x
5.4
CHS
4.5
CHS
14.5
12.2
0.35
9
0.35
9
24.8
29.5
21.2
25.4
1850
1550
2.75
2.34
48.0
41.0
64.1
54.3
38.5
38.9
5.49
4.69
96.1
82.0
1.00
1.00
21.2
25.4
C C
64.1
54.3
88.9
x 5
.0 C
HS
4.0
CHS
10.3 8.38
0.27
9
0.27
9
27.0
33.3
17.8
22.2
1320
1070
1.16
0.96
3
26.2
21.7
35.2
28.9
29.7
30.0
2.33
1.93
52.4
43.3
1.00
1.00
17.8
22.2
C C
35.2
28.9
76.1
x 4
.5 C
HS
3.6
CHS
7.95
6.44
0.23
9
0.23
9
30.1
37.1
16.9
21.1
1010 820
0.65
1
0.54
0
17.1
14.2
23.1
18.9
25.4
25.7
1.30
1.08
34.2
28.4
1.00
1.00
16.9
21.1
C C
23.1
18.9
60.3
x 4
.5 C
HS
3.6
CHS
6.19
5.03
0.18
9
0.18
9
30.6
37.6
13.4
16.8
789
641
0.30
9
0.25
9
10.2 8.58
14.0
11.6
19.8
20.1
0.61
8
0.51
7
20.5
17.2
1.00
1.00
13.4
16.8
C C
14.0
11.6
48.3
x 4
.0 C
HS
3.2
CHS
4.37
3.56
0.15
2
0.15
2
34.7
42.6
12.1
15.1
557
453
0.13
8
0.11
6
5.70
4.80
7.87
6.52
15.7
16.0
0.27
5
0.23
2
11.4 9.59
1.00
1.00
12.1
15.1
C C
7.87
6.52
42.4
x 4
.0 C
HS
3.2
CHS
3.79
3.09
0.13
3
0.13
3
35.2
43.1
10.6
13.3
483
394
0.08
99
0.07
62
4.24
3.59
5.92
4.93
13.6
13.9
0.18
0
0.15
2
8.48
7.19
1.00
1.00
10.6
13.3
C C
5.92
4.93
33.7
x 4
.0 C
HS
3.2
CHS
2.93
2.41
0.10
6
0.10
6
36.1
44.0
8.43
10.5
373
307
0.04
19
0.03
60
2.49
2.14
3.55
2.99
10.6
10.8
0.08
38
0.07
21
4.97
4.28
1.00
1.00
8.43
10.5
C C
3.55
2.99
26.9
x 3
.2 C
HS
2.6
CHS
1.87
1.56
0.08
45
0.08
45
45.2
54.2
8.41
10.3
238
198
0.01
70
0.01
48
1.27
1.10
1.81
1.54
8.46
8.64
0.03
41
0.02
96
2.53
2.20
1.00
1.00
8.41
10.3
C C
1.81
1.54
Dimensions and properties Handbook Dimensions and properties Handbook 89
cHs
CIRCULARHOLLOWSECTIONS
y y
xx
o
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)
Note
s:
1.
In
this
tab
le, t
he p
rope
rtie
s of
the
se p
rodu
cts
are
calc
ulat
ed in
acc
orda
nce
wit
h 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.
Eff
ecti
ve s
ecti
on p
rope
rtie
s ar
e ca
lcul
ated
in a
ccor
danc
e w
ith
AS/N
ZS 4
600.
3. A
ll co
lum
ns o
f th
e ta
ble
(exc
ept
for
“Mas
s pe
r m
etre
” 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 ra
ther
th
an t
he re
spec
tive
thi
ckne
sses
t o
f 1.
2mm
, 2.0
mm
, 2.3
mm
and
2.6
mm
. Thi
s is
to
com
ply
wit
h cl
ause
1.5
.1.6
of
AS/N
ZS 4
600.
Dim
ensi
on a
nd r
atio
sFu
ll se
ctio
n pr
oper
ties
effe
ctiv
e se
ctio
np r
oper
ties
Abou
t any
axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
d o t
Full
sect
ion
Area
Abou
t any
axi
s
tors
ion
cons
tant
tors
ion
mod
ulus
effe
ctiv
ese
ctio
nAr
ea
d o
tpe
r mpe
r tA f
IZ
Sr
JC
A e I e
Z e
mm
mm
kg/m
m2 /
mm
2 /t
m
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
x 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
x 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
x 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
x 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
x 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
x 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
Dimensions and properties Handbook90 Dimensions and properties Handbook
y y
xx
o
Galtubeplus
CIRCULARHOLLOWSECTIONS
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)
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t any
axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
d o t
Gros
sse
ctio
nAr
eaAb
out a
ny a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d o
tpe
r mpe
r tA g
IZ
Sr
JC
k f
l
s
com
pact
ness
(3)
Z
e
mm
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
457.
0 x
12.7
CHS
9.5
CHS
6.4
CHS
139
105 71.1
1.44
1.44
1.44
10.3
13.7
20.2
36.0
48.1
71.4
1770
0
1340
0
9060
438
334
230
1920
1460
1010
2510
1900
1300
157
158
159
876
669
460
3830
2930
2010
1.00
1.00
0.90
4
50.4
67.3
100
N N N
2500
1790
1090
406.
4 x
12.7
CHS
9.5
CHS
6.4
CHS
123 93.0
63.1
1.28
1.28
1.28
10.4
13.7
20.2
32.0
42.8
63.5
1570
0
1180
0
8040
305
233
161
1500
1150 792
1970
1500
1020
139
140
141
609
467
322
3000
2300
1580
1.00
1.00
0.96
0
44.8
59.9
88.9
C N N
1970
1450 895
355.
6 x
12.7
CHS
9.5
CHS
6.4
CHS
107 81.1
55.1
1.12
1.12
1.12
10.4
13.8
20.3
28.0
37.4
55.6
1370
0
1030
0
7020
201
155
107
1130 871
602
1490
1140 781
121
122
123
403
310
214
2260
1740
1200
1.00
1.00
1.00
39.2
52.4
77.8
C N N
1490
1130 710
323.
9 x
12.7
CHS
9.5
CHS
6.4
CHS
97.5
73.7
50.1
1.02
1.02
1.02
10.4
13.8
20.3
25.5
34.1
50.6
1240
0
9380
6380
151
116 80.5
930
717
497
1230 939
645
110
111
112
301
232
161
1860
1430 994
1.00
1.00
1.00
35.7
47.7
70.9
C C N
1230 939
601
273.
1 x
12.7
CHS
9.3
CHS
6.4
CHS
4.8
CHS
81.6
60.5
42.1
31.8
0.85
8
0.85
8
0.85
8
0.85
8
10.5
14.2
20.4
27.0
21.5
29.4
42.7
56.9
1040
0
7710
5360
4050
88.3
67.1
47.7
36.4
646
492
349
267
862
647
455
346
92.2
93.3
94.3
94.9
177
134 95.4
72.8
1290 983
699
533
1.00
1.00
1.00
1.00
30.1
41.1
59.7
79.7
C C N N
862
647
441
312
Dimensions and properties Handbook Dimensions and properties Handbook 91
y y
xx
oUp
ULTRAPIPECIRCULARHOLLOWSECTIONS
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)
Note
s:
1.
Thi
s ta
ble
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. G
rade
C35
0L0
is c
old
form
ed a
nd t
here
fore
is a
lloca
ted
the
CF r
esid
ual s
tres
ses
clas
sific
atio
n in
AS
4100
.3.
C =
Com
pact
Sec
tion
; N
= No
n-co
mpa
ct S
ecti
on;
S =
Slen
der
Sect
ion;
as
defin
ed in
AS
4100
.
Dim
ensi
on a
nd r
atio
spr
oper
ties
prop
erti
es f
or
Desi
gn t
o As
410
0
Abou
t any
axi
s
Desi
gnat
ion
mas
spe
rm
etre
exte
rnal
surf
ace
Area
d o t
Gros
sse
ctio
nAr
eaAb
out a
ny a
xis
tors
ion
cons
tant
tors
ion
mod
ulus
Form
Fact
or
d o
tpe
r mpe
r tA g
IZ
Sr
JC
k f
l
s
com
pact
ness
(3)
Z
e
mm
mm
kg/m
m2 /
mm
2 /t
m
m2
106 m
m4
103 m
m3
103 m
m3
mm
106 m
m4
103 m
m3
(c,n
,s)
103 m
m3
219.
1 x
8.2
CHS
6.4
CHS
4.8
CHS
4.0
CHS
42.6
33.6
25.4
21.2
0.68
8
0.68
8
0.68
8
0.68
8
16.1
20.5
27.1
32.4
26.7
34.2
45.6
54.8
5430
4280
3230
2700
30.3
24.2
18.6
15.6
276
221
169
143
365
290
220
185
74.6
75.2
75.8
76.1
60.5
48.4
37.1
31.3
552
442
339
286
1.00
1.00
1.00
1.00
37.4
47.9
63.9
76.7
C C N N
365
290
210
169
168.
3 x
7.1
CHS
6.4
CHS
4.8
CHS
28.2
25.6
19.4
0.52
9
0.52
9
0.52
9
18.7
20.7
27.3
23.7
26.3
35.1
3600
3260
2470
11.7
10.7 8.25
139
127 98.0
185
168
128
57.0
57.3
57.8
23.4
21.4
16.5
278
254
196
1.00
1.00
1.00
33.2
36.8
49.1
C C C
185
168
128
114.
3 x
6.0
CHS
4.8
CHS
16.0
13.0
0.35
9
0.35
9
22.4
27.7
19.1
23.8
2040
1650
3.00
2.48
52.5
43.4
70.4
57.6
38.3
38.8
6.00
4.96
105 86.8
1.00
1.00
26.7
33.3
C C
70.4
57.6
88.9
x 5
.5 C
HS
4.8
CHS
11.3 9.96
0.27
9
0.27
9
24.7
28.1
16.2
18.5
1440
1270
1.26
1.12
28.3
25.3
38.3
34.0
29.6
29.8
2.52
2.25
56.6
50.6
1.00
1.00
22.6
25.9
C C
38.3
34.0
Dimensions and properties Handbook92 Dimensions and properties Handbook
y y
xx
o
Up
ULTRAPIPECIRCULARHOLLOWSECTIONS
Flui
d Ty
pe E
xam
ples
Flui
dty
peex
ampl
e
1Le
thal
flui
dsCa
rbon
yl c
hlor
ide,
cya
noge
n, h
ydro
cyan
ic a
cid,
xyl
yl b
rom
ide.
2Fl
amm
able
, to
xic
HH
T*St
eam
, pe
trol
eum
, m
etha
ne, av
iati
on f
uel,
chlo
rine
, CO
2, c
ryog
enic
flui
ds3
Gas
and
com
bust
ible
liqu
ids
not
cove
red
abov
eAr
gon,
neo
n, n
itro
gen,
air,
fue
l oil,
cru
de o
il, m
achi
ne o
il
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
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., U
ltra
Pipe
is c
reat
ed u
sing
con
tinu
ous
cast
ste
el s
trip
of
low
car
bon
equi
vale
nt,
whi
ch is
join
ed
usin
g th
e hi
gh-f
requ
ency
ele
ctric
res
ista
nce
wel
ding
(H
FERW
) pr
oces
s.Th
is p
roce
ss p
rodu
ces
a fla
wle
ss, co
ntin
uous
long
itud
inal
sea
m o
f un
para
llele
d sy
mm
etry
and
str
engt
h.
Ult
raPi
pe is
a s
trai
ghte
r, ro
unde
r pi
pe o
f m
ore
cons
iste
nt w
all t
hick
ness
, an
d it
has
a t
ight
er b
evel
tol
eran
ce t
han
requ
ired
by m
ost
stan
dard
s.
Thes
e fe
atur
es m
ean
it c
an b
e us
ed in
a w
ide
varie
ty o
f ap
plic
atio
ns,
incl
udin
g:•
Pres
sure
pip
ing
for
flam
mab
le, to
xic,
hig
h pr
essu
re o
r le
thal
flui
ds a
nd g
ases
.•
Pipe
lines
for
gas
and
liqu
id p
etro
leum
.•
Stru
ctur
al a
nd a
rchi
tect
ural
use
s in
bui
ldin
gs a
nd b
ridge
s.•
Wat
er b
ore
casi
ng. (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
ified
in
this
bor
e ca
sing
sta
ndar
d.)
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
leTo
xic
HH
T*(i
nclu
des
stea
m a
nd c
ryog
enic
)
2Fl
amm
able
Toxi
cH
HT*
Yes
Yes
10M
PaNo
Yes
2MPa
max
DN15
0
Com
bust
ible
liqu
ids
3An
y ot
her
gase
s no
t ab
ove
Yes
10M
Pa (
gas)
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
Dimensions and properties Handbook Dimensions and properties Handbook 93
Up
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and properties Handbook94 Dimensions and properties Handbook
Clas
s 1
– AS
404
1 M
axim
um o
pera
ting
pres
sure
s in
MPa
for U
ltraP
ipe
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desig
n St
reng
th M
Pa
f
176
156
176
156
176
156
176
156
Thic
knes
s to
lera
nce
fact
or0.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
5Pi
ping
cla
ss fa
ctor
M1
11
11
11
1W
eld
join
t fac
tor
e
11
11
11
11
oDw
tm
Dmtº
c
max
imum
ope
rati
ng t
empe
ratu
re A
mbi
ent
100º
cAm
bien
t 10
0ºc
Ambi
ent
100º
cAm
bien
t 10
0ºc
457.
045
7.0
457.
0
12.7 9.5
6.4
-20
-25
-40
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
406.
440
6.4
406.
4
12.7 9.5
6.4
-20
-25
-40
10.5 7.8
5.2
9.3
6.9
4.6
10.5 7.8
5.2
9.3
6.9
4.6
10.5 7.8
5.2
9.3
6.9
4.6
10.5 7.8
5.2
9.3
6.9
4.6
355.
635
5.6
355.
6
12.7 9.5
6.4
-20
-25
-40
12.1 9.0
6.0
10.7 8.0
5.3
12.1 9.0
6.0
10.7 8.0
5.3
12.1 9.0
6.0
10.7 8.0
5.3
12.1 9.0
6.0
10.7 8.0
5.3
323.
932
3.9
323.
9
12.7 9.5
6.4
-20
-25
-40
13.3 9.9
6.6
11.8 8.8
5.8
13.3 9.9
6.6
11.8 8.8
5.8
13.3 9.9
6.6
11.8 8.8
5.8
13.3 9.9
6.6
11.8 8.8
5.8
273.
127
3.1
273.
127
3.1
12.7 9.3
6.4
4.8
-20
-25
-40
-50
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
219.
121
9.1
219.
121
9.1
8.2
6.4
4.8
4.0
-30
-40
-50
-50
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
168.
316
8.3
168.
3
7.1
6.4
4.8
-35
-40
-50
14.4
12.9 9.6
12.7
11.4 8.5
14.4
12.9 9.6
12.7
11.4 8.5
14.4
12.9 9.6
12.7
11.4 8.5
14.4
12.9 9.6
12.7
11.4 8.5
114.
311
4.3
6.0
4.8
-45
-50
18.1
14.3
16.0
12.7
18.1
14.3
16.0
12.7
18.1
14.3
16.0
12.7
18.1
14.3
16.0
12.7
88.9
88.9
5.5
4.8
-45
-50
21.5
18.6
19.1
16.5
21.5
18.6
19.1
16.5
21.5
18.6
19.1
16.5
21.5
18.6
19.1
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
.
Clas
s 2A
– A
S 40
41 M
axim
um o
pera
ting
pres
sure
s in
MPa
for U
ltraP
ipe
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 3
Flui
d 4
Gas
Gas
Liqu
id
Liqu
idDe
sign
Stre
ngth
MPa
f17
615
617
615
617
615
617
615
617
615
6Th
ickn
ess
tole
ranc
e fa
ctor
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
Pipi
ng c
lass
fact
or
M
11
11
11
11
11
Wel
d jo
int f
acto
r
e1
11
11
11
11
1
oDw
tm
Dmtº
c
max
imum
ope
rati
ng t
empe
ratu
re A
mbi
ent
100º
c A
mbi
ent
100º
cAm
bien
t 10
0ºc
Ambi
ent
100º
cAm
bien
t 10
0ºc
457.
045
7.0
457.
0
12.7 9.5
6.4
-20
-25
-40
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
9.3
6.9
4.6
8.3
6.2
4.1
406.
440
6.4
406.
4
12.7 9.5
6.4
-20
-25
-40
This
cla
ss is
no
t sui
tabl
e fo
r flu
id 1
10.0 7.8
5.2
10.0 6.9
4.6
10.0 7.8
5.2
9.3
6.9
4.6
10.5 7.8
5.2
9.3
6.9
4.6
10.5 7.8
5.2
9.3
6.9
4.6
355.
635
5.6
355.
6
12.7 9.5
6.4
-20
-25
-40
10.0 9.0
6.0
10.0 8.0
5.3
10.0 9.0
6.0
10.0 8.0
5.3
12.1 9.0
6.0
10.7 8.0
5.3
12.1 9.0
6.0
10.7 8.0
5.3
323.
932
3.9
323.
9
12.7 9.5
6.4
-20
-25
-40
10.0 9.9
6.6
10.0 8.8
5.8
10.0 9.9
6.6
10.0 8.8
5.8
13.3 9.9
6.6
11.8 8.8
5.8
13.3 9.9
6.6
11.8 8.8
5.8
273.
127
3.1
273.
127
3.1
12.7 9.3
6.4
4.8
-20
-25
-40
-50
10.0
10.0 7.8
5.9
10.0
10.0 7.0
5.2
10.0
10.0 7.8
5.9
10.0
10.0 7.0
5.2
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
15.9
11.5 7.8
5.9
14.1
10.2 7.0
5.2
219.
121
9.1
219.
121
9.1
8.2
6.4
4.8
4.0
-30
-40
-50
-50
This
cla
ss is
no
t sui
tabl
e fo
r flu
id 1
10.0 9.8
7.3
6.1
10.0 8.7
6.5
5.4
10.0 9.8
7.3
6.1
10.0 8.7
6.5
5.4
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
12.7 9.8
7.3
6.1
11.3 8.7
6.5
5.4
168.
316
8.3
168.
3
7.1
6.4
4.8
-35
-40
-50
10.0
10.0 9.6
10.0
10.0 8.5
10.0
10.0 9.6
10.0
10.0 8.5
14.4
12.9 9.6
12.7
11.4 8.5
14.4
12.9 9.6
12.7
11.4 8.5
114.
311
4.3
6.0
4.8
-45
-50
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
18.1
14.3
16.0
12.7
18.1
14.3
16.0
12.7
88.9
88.9
5.5
4.8
-45
-50
This
cla
ss is
no
t sui
tabl
e fo
r flu
id 1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
21.5
18.6
19.1
16.5
21.5
18.6
19.1
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
.
Up
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and properties Handbook Dimensions and properties Handbook 95
Clas
s 2P
– A
S 40
41 M
axim
um o
pera
ting
pres
sure
s in
MPa
for U
ltraP
ipe
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desig
n St
reng
th M
Pa
f17
615
617
615
617
620
820
815
6Th
ickn
ess
tole
ranc
e fa
ctor
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
Pipi
ng c
lass
fact
or
M1
11
11
11
1W
eld
join
t fac
tor
e1
11
11
11
1
oDw
tm
Dmtº
c
max
imum
ope
rati
ng t
empe
ratu
re A
mbi
ent
99ºc
Ambi
ent
99ºc
Ambi
ent
99ºc
Ambi
ent
99ºc
457.
045
7.0
457.
0
12.7 9.5
6.4
-20
-25
-40
11.0 8.2
5.5
8.3
6.2
4.1
406.
440
6.4
406.
4
12.7 9.5
6.4
-20
-25
-40
This
cla
ss is
no
t su
itab
le f
or
fluid
1
This
cla
ss is
no
t su
itab
le f
or
fluid
3
12.5 9.2
6.2
9.3
6.9
4.6
355.
635
5.6
355.
6
12.7 9.5
6.4
-20
-25
-40
14.3
10.6 7.1
10.7 8.0
5.3
323.
932
3.9
323.
9
12.7 9.5
6.4
-20
-25
-40
This
cla
ss is
no
t su
itab
le f
or
fluid
2
15.7
11.7 7.8
11.8 8.8
5.8
273.
127
3.1
273.
127
3.1
12.7 9.3
6.4
4.8
-20
-25
-40
-50
18.8
13.6 9.3
6.9
14.1
10.2 7.0
5.2
219.
121
9.1
219.
121
9.1
8.2
6.4
4.8
4.0
-30
-40
-50
-50
This
cla
ss is
no
t su
itab
le f
or
fluid
1
This
cla
ss is
no
t su
itab
le f
or
fluid
3
15.0
11.6 8.7
7.2
11.3 8.7
6.5
5.4
168.
316
8.3
168.
3
7.1
6.4
4.8
-35
-40
-50
This
cla
ss is
no
t su
itab
le f
or
fluid
2
17.0
15.3
11.3
12.7
11.4 8.5
114.
311
4.3
6.0
4.8
-45
-50
21.4
16.9
16.0
12.7
88.9
88.9
5.5
4.8
-45
-50
This
cla
ss is
no
t su
itab
le f
or
fluid
1
This
cla
ss is
no
t su
itab
le f
or
fluid
3
25.4
22.0
19.1
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
.
Clas
s 3
– AS
404
1 M
axim
um o
pera
ting
pres
sure
s in
MPa
for U
ltraP
ipe
Flui
d 1
Flui
d 2
Flui
d 3
Flui
d 4
Desig
n St
reng
th M
Pa
f17
615
617
615
617
615
617
615
6Th
ickn
ess
tole
ranc
e fa
ctor
0.92
50.
925
0.92
50.
925
0.92
50.
925
0.92
50.
925
Pipi
ng c
lass
fact
or
M0.
60.
60.
60.
60.
60.
60.
60.
6W
eld
join
t fac
tor
e1
11
11
11
1
oDw
tm
Dmtº
c
max
imum
ope
rati
ng t
empe
ratu
re A
mbi
ent
100º
cAm
bien
t 10
0ºc
Ambi
ent
100º
cAm
bien
t 10
0ºc
457.
045
7.0
457.
0
12.7 9.5
6.4
-0 -5 -20
5.6
4.2
2.8
5.0
3.7
2.5
5.6
4.2
2.8
5.0
3.7
2.5
406.
440
6.4
406.
4
12.7 9.5
6.4
-0 -5 -20
This
cla
ss is
no
t su
itab
le f
or
fluid
1
6.3
4.7
3.1
5.6
4.2
2.8
6.3
4.7
3.1
5.6
4.2
2.8
355.
635
5.6
355.
6
12.7 9.5
6.4
-0 -5 -20
7.3
5.4
3.6
6.4
4.8
3.2
7.3
5.4
3.6
6.4
4.8
3.2
323.
932
3.9
323.
9
12.7 9.5
6.4
-0 -5 -20
8.0
5.9
4.0
7.1
5.3
3.5
8.0
5.9
4.0
7.1
5.3
3.5
273.
127
3.1
273.
127
3.1
12.7 9.3
6.4
4.8
-0 -5 -20
-30
This
cla
ss is
no
t su
itab
le f
or
fluid
1
9.5
6.9
4.7
3.5
8.5
6.1
4.2
3.1
9.5
6.9
4.7
3.5
8.5
6.1
4.2
3.1
219.
121
9.1
219.
121
9.1
8.2
6.4
4.8
4.0
-10
-20
-30
-30
This
cla
ss is
on
ly s
uita
ble
for
168m
m d
iam
eter
m
axim
um in
flu
id 2
7.6
5.9
4.4
3.6
6.8
5.2
3.9
3.2
7.6
5.9
4.4
3.6
6.8
5.2
3.9
3.2
168.
316
8.3
168.
3
7.1
6.4
4.8
-15
-20
-30
2.0
2.0
2.0
2.0
2.0
2.0
8.6
7.7
5.8
7.6
6.9
5.1
8.6
7.7
5.8
7.6
6.9
5.1
114.
311
4.3
6.0
4.8
-25
-30
2.0
2.0
2.0
2.0
10.8 8.6
9.6
7.6
10.8 8.6
9.6
7.6
88.9
88.9
5.5
4.8
-25
-30
This
cla
ss is
no
t su
itab
le f
or
fluid
1
2.0
2.0
2.0
2.0
12.9
11.2
11.4 9.9
12.9
11.2
11.4 9.9
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
.
Up
ULTRAPIPECIRCULARHOLLOWSECTIONS
Dimensions and properties Handbook96 Dimensions and properties Handbook
Useful equivalents
one U.K. gallon = 277.42 cubic in feet head = 0.43353 lbf/in2
= 0.160544 cubic ft = 2.98907 kN/m2
= 10 lb of water at 62ºF = 0.2965 bars= 4.54596 litre = 0.03048 kgf/cm2
= 1.20094 U.S. gallon = 0.02950 atm= 0.3048 metres head
one U.s. gallon = 0.83268 U.K. gallon= 8.3268 lb of water kn/m2 = 0.14538 lbf/in2
= 3.78531 litre = 0.334558 feet head= 0.001 bars
one litre = 0.219967 U.K. gallon = 0.0101972 kgf/cm2
= 0.264178 U.S. gallon = 0.0098694 atm= 0.101972 metres head
one cubic in. of water = 0.036047 lb= 0.0036047 U.K. gallon bar = 14.5038 lbf/in2
= 33.4558 feet headone cubic ft of water = 6.22884 U.K. gallon = 100 kN/m2
= 7.48047 U.S. gallon = 1.01972 kgf/cm2
= 28.3161 litre = 0.98694 atm= 62.288 lb = 10.1972 metres head= 0.0278 ton
kgf/cm2 = 14.2233 lbf/in2
one lb of water = 27.742 cubic in = 32.8084 feet head= 0.10 U.K. gallon = 0.0098067 kN/m2
= 0.120094 U.S. gallon = 0.98067 bars= 0.45359237 kilogramme = 0.96784 atm
= 10 metres headone ton of water = 35.962 cubic ft
= 224 U.K. gallon atm = 14.6959 lbf/in2
= 269.01056 U.S. gallon = 33.8986 feet head= 1018.2950 litre = 101.325 kN/m2
= 1.01325 barslbf = 4.44822 N = 1.03323 kgf/cm2
= .45393 kgf = 10.3323 metres head
n = 0.22481 lbf tonf/in2 = 15.4443 MN/m2
= 0.10197 kgf = 1.54443 h bars= 1.57488 kgf/mm2
kgf = 2.20462 lbf= 9.80665 N mn/m2 = 0.064749 tonf/in2
= 0.1 h barslbf/in2 = 2.30667 feet head = 0.101972 kgf/mm2
= 6.89476 kN/m2
= 0.0689476 bars h bar = 0.64749 tonf/in2
= 0.07031 kgf/cm2 = 10 MN/m2
= 0.06805 atm = 1.01972 kgf/mm2
= 0.7031 metres head
conversion FactorsTo calculate the mass of steel:round dia. mm2 x 0.006165 = kg per metreHexagon size mm2 x 0.006798 = kg per metresquare thickness mm2 x 0.00785 = kg per metreFlat width in mm x thickness in mm x 0.00785 = kg per metre
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 97
impe
rial
to
met
ric
conv
ersi
on F
acto
rs
Uni
tim
peri
alm
etri
cim
peri
al t
o m
etri
c co
nver
sion
Leng
thin
chm
illim
etre
1 in
= 2
5.40
mm
foot
mill
imet
re1
ft =
304
.8 m
m
foot
met
re1
ft =
0.3
048
m
yard
met
re1
yd =
0.9
144
m
mile
met
re1
mile
= 1
609
m
mile
kilo
met
re1
mile
= 1
.609
km
Area
squa
re in
chsq
uare
mill
imet
re1
in2 =
645.
2 m
m2
squa
re f
oot
squa
re m
illim
etre
1 ft
2 =
9290
0 m
m2
squa
re f
oot
squa
re m
etre
1 ft
2 =
0.09
290
m2
squa
re y
ard
squa
re m
etre
1 yd
2 =
0.83
61 m
2
Liqu
idga
llon
(UK)
litre
1 ga
l = 4
.546
litr
e
volu
me
cubi
c in
chcu
bic
mill
imet
re1
in3 =
1638
7 m
m3
cubi
c fo
otcu
bic
met
re1
ft3 =
0.02
832
m3
cubi
c ya
rdcu
bic
met
re1
yd3 =
0.76
46 m
3
mas
sou
nce
gram
1 oz
= 2
8.35
g
poun
dki
logr
am1
lb =
0.4
536
kg
hund
redw
eigh
tki
logr
am1
cwt
= 50
.80
kg
ton
kilo
gram
& t
onne
1 to
n =
1016
kg
ton
tonn
e1
ton
= 1.
016
tonn
e
shor
t to
n US
tonn
e1
shor
t to
n =
0.90
72 t
onne
Forc
epo
und
forc
ene
wto
n1
lbf
= 4.
448
N
ton
forc
eki
lone
wto
n1
tonf
= 9
.964
kN
1000
pou
nd f
orce
kilo
new
ton
1 ki
p =
4.44
8 kN
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook98 Dimensions and properties Handbook
stre
ss a
nd p
ress
ure
poun
d fo
rce
per
squa
re in
chm
egap
asca
l (ne
wto
n pe
r sq
uare
mm
)1
lbf/
in2 =
0.00
6895
MPa
(N/
mm
2 )
poun
d fo
rce
per
squa
re in
chki
lopa
scal
(ne
wto
n pe
r sq
uare
mm
x 1
0-3)
1 lb
f/in
2 =
6.89
5 kP
a (N
/mm
2 x
10-3)
ton
forc
e pe
r sq
uare
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 to
nf/i
n2 =
15.4
4 M
Pa (
N/m
m2 )
1000
pou
nd f
orce
per
squ
are
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 ki
p/in
2 =
6.89
5 M
Pa (
N/m
m2 )
mas
s pe
r U
nit
Leng
thpo
und
per
foot
kilo
gram
per
met
re1
lb/f
t =
1.48
8 kg
/mpo
und
per
yard
kilo
gram
per
met
re1
lb/y
d =
0.49
61 k
g/m
mas
s pe
r U
nit
Area
poun
d pe
r sq
uare
inch
kilo
gram
per
squ
are
met
re1
lb/i
n2 =
703.
1 kg
/m2
poun
d pe
r sq
uare
foo
tki
logr
am p
er s
quar
e m
etre
1 lb
/ft2
= 4.
882
kg/m
2
mas
s pe
r U
nit
volu
me
poun
d pe
r cu
bic
inch
kilo
gram
per
cub
ic m
etre
1 lb
/in3
= 27
680
kg/m
3
poun
d pe
r cu
bic
foot
kilo
gram
per
cub
ic m
etre
1 lb
/ft3
= 16
.02
kg/m
3
poun
d pe
r cu
bic
yard
kilo
gram
per
cub
ic m
etre
1 lb
/yd3
= 0.
5933
kg/
m3
mom
ent
of F
orce
poun
d fo
rce
inch
new
ton
met
re1
lbf
in =
0.1
13 N
m(t
orqu
e)po
und
forc
e fo
otne
wto
n m
etre
1 lb
f ft
= 1
.356
N m
1000
pou
nd f
orce
inch
kilo
new
ton
met
re1
kip
in =
0.1
13 k
N m
tons
for
ce f
oot
kilo
new
ton
met
re1
ton
ft =
3.0
37 k
N m
mod
ulus
of
sect
ion
inch
3m
illim
etre
31
inch
3 =
16 3
90 m
m3
seco
nd m
omen
t of
Are
a (
mom
ent
of i
nert
ia)
inch
4m
illim
etre
41
inch
4 =
416
200
mm
4
pow
erfo
ot p
ound
per
sec
ond
wat
t1
ft lb
f/s
= 1.
356
W
hors
epow
erw
att
1 hp
= 7
54.7
W
Brit
ish
ther
mal
uni
ts p
er h
our
wat
t1
Btu/
h =
0.29
31 W
ener
gyfo
ot p
ound
s-fo
rce
joul
es1
ft lb
f =
1.35
6 J
velo
city
foot
per
sec
ond
met
re p
er s
econ
d1
fps
= 0.
3048
m/s
mile
per
hou
rki
lom
etre
per
hou
r1
mph
= 1
.609
km
/h
inch
per
sec
ond
mill
imet
re p
er s
econ
d1
ips
= 25
.40
mm
/s
impe
rial
to
met
ric
conv
ersi
on F
acto
rs -
con
tinu
ed
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 99
met
ric
to i
mpe
rial
con
vers
ion
Fact
ors
Uni
tim
peri
alm
etri
cim
peri
al t
o m
etri
c co
nver
sion
Leng
thin
chm
illim
etre
1 m
m =
0.0
3937
in
foot
mill
imet
re1
mm
= 0
.003
281
ft
foot
met
re1
m =
3.2
81 f
t
yard
met
re1
m =
1.0
94 y
d
mile
met
re1
m =
0.0
0062
14 m
ile
mile
kilo
met
re1
km =
0.6
214
mile
Area
squa
re in
chsq
uare
mill
imet
re1
mm
2 =
0.00
1550
in2
squa
re f
oot
squa
re m
illim
etre
1 m
m2
= 0.
0000
1076
ft2
squa
re f
oot
squa
re m
etre
1 m
2 =
10.7
6 ft
2
squa
re y
ard
squa
re m
etre
1 m
2 =
1.19
6 yd
2
Liqu
idga
llon
(UK)
litre
1 lit
re =
0.2
200
gal
volu
me
cubi
c in
chcu
bic
mill
imet
re1
mm
3 =
0.00
0061
02 in
3
cubi
c fo
otcu
bic
met
re1
m3
= 35
.31
ft3
cubi
c ya
rdcu
bic
met
re1
m3
= 1.
308
yd3
mas
sou
nce
gram
1 g
= 0.
0352
7 oz
poun
dki
logr
am1
kg =
2.2
05 lb
hund
redw
eigh
tki
logr
am1
kg =
0.0
1968
cw
t
ton
kilo
gram
& t
onne
1 kg
= 0
.000
9842
ton
ton
tonn
e1
tonn
e =
0.98
42 t
on
shor
t to
n US
tonn
e1
tonn
e =
1.10
2 sh
ort
ton
Forc
epo
und
forc
ene
wto
n1
N =
0.22
48 lb
f
ton
forc
eki
lone
wto
n1
kN =
0.1
004
tonf
1000
pou
nd f
orce
kilo
new
ton
1 kN
= 0
.224
8 ki
p
kilo
gram
for
ce-n
ewto
n*1
kgf
= 9.
807
N*
1 N
= 0.
1020
kgf
*
cci
CONVERSIONAND
COMPARISONINFORMATION
* Co
nver
sion
bet
wee
n m
etric
uni
ts
Dimensions and properties Handbook100 Dimensions and properties Handbook
stre
ss a
nd p
ress
ure
poun
d fo
rce
per
squa
re in
chm
egap
asca
l (ne
wto
n pe
r sq
uare
mm
)1
MPa
(N/
mm
2) =
145
.0 lb
f/in
2
poun
d fo
rce
per
squa
re in
chki
lopa
scal
(ne
wto
n pe
r sq
uare
mm
x 1
0-3)
1 kP
a (N
/mm
2 x
10-3)
= 0.
1450
lbf/
in2
ton
forc
e pe
r sq
uare
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 M
Pa (
N/m
m2)
= 0.
0647
6 to
nf/i
n2
1000
pou
nd f
orce
per
squ
are
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 M
Pa (
N/m
m2)
= 0
.145
0 ki
p/in
2
kilo
gram
for
ce p
er s
quar
e m
m –
meg
apas
cal
(new
ton
per
squa
re m
m)
1 kg
f/m
m2 =
9.80
7 M
Pa (
N/m
m2 )
mas
s pe
r U
nit
Leng
thpo
und
per
foot
kilo
gram
per
met
re1
kg/m
= 0
.672
lb/f
tpo
und
per
yard
kilo
gram
per
met
re1
kg/m
= 2
.016
lb/y
d
mas
s pe
r U
nit
Area
poun
d pe
r sq
uare
inch
kilo
gram
per
squ
are
met
re1
kg/m
2 =
0.00
1422
lb/i
n2
poun
d pe
r sq
uare
foo
tki
logr
am p
er s
quar
e m
etre
1 kg
/m2 =
0.20
48 lb
/ft2
mas
s pe
r U
nit
volu
me
poun
d pe
r cu
bic
inch
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
0.00
0036
05 lb
/in3
poun
d pe
r cu
bic
foot
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
0.06
24 lb
/ft3
poun
d pe
r cu
bic
yard
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
1.68
6 lb
/yd3
mom
ent
of F
orce
poun
d fo
rce
inch
new
ton
met
re1
N m
=
8.85
1 lb
f in
(tor
que)
poun
d fo
rce
foot
new
ton
met
re1
N m
=
0.73
76 lb
f ft
1000
pou
nd f
orce
inch
kilo
new
ton
met
re1
kN m
= 8
.851
kip
in
tons
for
ce f
oot
kilo
new
ton
met
re1
kN m
= 0
.329
3 to
nf f
t
kilo
gram
for
ce p
er m
etre
– n
ewto
n m
etre
*1
kgf
m =
9.8
07 N
m*
1 N
m =
0.1
02 k
gf m
*
mod
ulus
of
sect
ion
inch
3m
illim
etre
31
mm
3 =
0.00
0061
02 in
3
seco
nd m
omen
t of
Are
a (
mom
ent
of i
nert
ia)
inch
4m
illim
etre
41m
m4 =
0.00
0240
3 in
4
pow
erfo
ot p
ound
per
sec
ond
wat
t1
W =
0.7
376
ft lb
f/s
hors
epow
erw
att
1 W
= 0
.001
341
hp
Brit
ish
ther
mal
uni
ts p
er h
our
wat
t1
W =
3.4
12 B
tu/h
ener
gyfo
ot p
ound
s-fo
rce
joul
es (
1 kW
h =
3 6
00 0
00 J
1 k
W h
= 3
.6 M
J)1
J =
0.73
76 f
t lb
f
velo
city
foot
per
sec
ond
met
re p
er s
econ
d1
m/s
= 3
.281
fps
mile
per
hou
rki
lom
etre
per
hou
r1
km/h
= 0
.621
4 m
ph
inch
per
sec
ond
mill
imet
re p
er s
econ
d1
mm
/s =
0.0
3937
ips
* Co
nver
sion
bet
wee
n m
etric
uni
ts
met
ric
to i
mpe
rial
con
vers
ion
Fact
ors-
con
tinu
ed
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 101
stre
ss a
nd p
ress
ure
poun
d fo
rce
per
squa
re in
chm
egap
asca
l (ne
wto
n pe
r sq
uare
mm
)1
MPa
(N/
mm
2) =
145
.0 lb
f/in
2
poun
d fo
rce
per
squa
re in
chki
lopa
scal
(ne
wto
n pe
r sq
uare
mm
x 1
0-3)
1 kP
a (N
/mm
2 x
10-3)
= 0.
1450
lbf/
in2
ton
forc
e pe
r sq
uare
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 M
Pa (
N/m
m2)
= 0.
0647
6 to
nf/i
n2
1000
pou
nd f
orce
per
squ
are
inch
meg
apas
cal (
new
ton
per
squa
re m
m)
1 M
Pa (
N/m
m2)
= 0
.145
0 ki
p/in
2
kilo
gram
for
ce p
er s
quar
e m
m –
meg
apas
cal
(new
ton
per
squa
re m
m)
1 kg
f/m
m2 =
9.80
7 M
Pa (
N/m
m2 )
mas
s pe
r U
nit
Leng
thpo
und
per
foot
kilo
gram
per
met
re1
kg/m
= 0
.672
lb/f
tpo
und
per
yard
kilo
gram
per
met
re1
kg/m
= 2
.016
lb/y
d
mas
s pe
r U
nit
Area
poun
d pe
r sq
uare
inch
kilo
gram
per
squ
are
met
re1
kg/m
2 =
0.00
1422
lb/i
n2
poun
d pe
r sq
uare
foo
tki
logr
am p
er s
quar
e m
etre
1 kg
/m2 =
0.20
48 lb
/ft2
mas
s pe
r U
nit
volu
me
poun
d pe
r cu
bic
inch
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
0.00
0036
05 lb
/in3
poun
d pe
r cu
bic
foot
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
0.06
24 lb
/ft3
poun
d pe
r cu
bic
yard
kilo
gram
per
cub
ic m
etre
1 kg
/m3 =
1.68
6 lb
/yd3
mom
ent
of F
orce
poun
d fo
rce
inch
new
ton
met
re1
N m
=
8.85
1 lb
f in
(tor
que)
poun
d fo
rce
foot
new
ton
met
re1
N m
=
0.73
76 lb
f ft
1000
pou
nd f
orce
inch
kilo
new
ton
met
re1
kN m
= 8
.851
kip
in
tons
for
ce f
oot
kilo
new
ton
met
re1
kN m
= 0
.329
3 to
nf f
t
kilo
gram
for
ce p
er m
etre
– n
ewto
n m
etre
*1
kgf
m =
9.8
07 N
m*
1 N
m =
0.1
02 k
gf m
*
mod
ulus
of
sect
ion
inch
3m
illim
etre
31
mm
3 =
0.00
0061
02 in
3
seco
nd m
omen
t of
Are
a (
mom
ent
of i
nert
ia)
inch
4m
illim
etre
41m
m4 =
0.00
0240
3 in
4
pow
erfo
ot p
ound
per
sec
ond
wat
t1
W =
0.7
376
ft lb
f/s
hors
epow
erw
att
1 W
= 0
.001
341
hp
Brit
ish
ther
mal
uni
ts p
er h
our
wat
t1
W =
3.4
12 B
tu/h
ener
gyfo
ot p
ound
s-fo
rce
joul
es (
1 kW
h =
3 6
00 0
00 J
1 k
W h
= 3
.6 M
J)1
J =
0.73
76 f
t lb
f
velo
city
foot
per
sec
ond
met
re p
er s
econ
d1
m/s
= 3
.281
fps
mile
per
hou
rki
lom
etre
per
hou
r1
km/h
= 0
.621
4 m
ph
inch
per
sec
ond
mill
imet
re p
er s
econ
d1
mm
/s =
0.0
3937
ips
* Co
nver
sion
bet
wee
n m
etric
uni
ts
comparison Grades – international table
This comparison chart has been compiled for customers who work to overseas drawings and specifications. It is a guide only as standards or brand names are seldom exactly identical.
Grade Germanmat. no
saarstahl Grade
rochling Aisi Bs4659
Bs 970part1
Jis AssAB thyssen Bohler/vew
High
speed
steels
1.3243
1.3247
1.3343
1.3243
1.3247
1.3343
GIANT M5 CO
GIANT 101
GIANT M5
M35
M42
M2
BM35
BM42
BM2
SKH 55
SKH 59
SKH 51 HSP 41 THYRAPID 3343
S705
S500
S600
Hot
work
steels
1.2343
1.2344
1.2714
1.2343
1.2344
1.2714
RDC 2
RDC 2 V
RGS 4
H11
H13
L6
BH11
BH13
SKD 6
SKD 61
SKS 51
8407 THYROTHERM 2344
W300
W302
W500
plastic
mould
steels
1.2083
1.2311
1.2312
1.2738
1.2316
1.2083
1.2311
1.2312
1.2738
1.2316
MFR
MOULREX-A
BP 42
420
P20
P20+S
P20+Ni
BP20
420S29 SUS420J1 STAVAX
HOLDAX
THYROPLAST 2083
THYROPLAST 2311
THYROPLAST 2312
M310
M201
M200
cold
work
steels
1.2080
1.2379
1.2436
1.2510
1.2767
1.2842
1.2363
1.2550
1.2080
1.2379
1.2436
1.2510
1.2767
1.2842
1.2363
1.2550
RCCO
RCC SUPRA
RCC EXTRA
RUS 3
RABW
RUS
RKCM
RTWK
D3
D2
D6
01
02
A2
S1
BD3
BD2
B01
EN30B
BA2
BS1
835M30
SKD 1
SKD 11
SKD 2
SKS 3
SKD 12
XW5
XW41
XW5
DF2
XW10
M4
THYRODUR 2080
THYRODUR 2379
THYRODUR 2510
THYRODUR 2767
THYRODUR 2343
THYRODUR 2550
K100
K110
K107
K460
K600
K720
K305
K455
engi-
neering
steels
1.1191
1.1203
1.7225
1.6582
1.6580
1.1191
1.1203
1.7225
1.6582
1.6580
R4
R5
MO 40
MONIX 15
1045
1055
4130
4140
4145H
4340
EN8D
EN9
EN19A
EN24
EN25
060A45
070M55
708A30
708M40
708H45
817M40
826M31
S45C
S55C
SCM430
SCM440
SCM445H
SNCM439
760
709
705
THYSSEN 6580
V945
V340
V320
V155
V145
case
Harden-
ing
1.5752
1.6523
1.7131
1.7147
1.5752
1.6523
1.7131
1.7147
RAE 3
MONIX E
EC 80
EC 100
3415
8620
EN36A
EN39B
EN362
655M13
835M15
805A22
SNC815
SNCM815
SNCM220
E200
E115
E410
E401
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook102 Dimensions and properties Handbook
Hardness testingThe hardness of a given material is generally defined as the resistance it shows to penetration by a test body of defined 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. The hardness numbers for Brinell and Vickers hardness are not affected by the introduction of Newton as unit of force. It has been internationally agreed to simply multiply the load with the factor 0.102.
Example: old new
HB = F HB = 0.102 F
A A Load F in kp Load F in N Surface area of permanent indentation A in mm2
The following comparison of hardness tables are based on DIN 50 150 of December 1976. Values in bold face correspond exactly to DIN values. The other values are interpolated. Values in parenthesis are values outside the defined range of standardised hardness testing procedures. Also, Brinell hardness numbers in parenthesis apply only when 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 error and 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 Vickers hardness numbers to tensile strength values of ±25 HV 10 or ±85 N/mm2.)
comparison of Hardness
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
200210220
636569
7.327.227.04
606266
225230240
707275
6.996.956.82
676871
250255260
798082
6.676.636.56
757678
270280285
858890
6.456.356.28
818486
414548
290300305
919495
6.256.196.16
878990
495152
310320330
97100103
6.106.015.93
929598
545658
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 103
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
335340350
105107110
5.875.835.75
100102105
596062
360370380
113115119
5.705.665.57
107109113
63.564.566
385390400
120122125
5.545.505.44
114116119
6767.569
410415420
128130132
5.385.335.32
122124125
707172
430440450
135138140
5.265.205.17
128131133
737475
460465470
143145147
5.115.085.05
136138140
76.57777.5
480490495
150153155
5.004.964.93
143145147
78.579.580
500510520
157160163
4.904.864.81
149152155
8181.582.5
530540545
165168170
4.784.744.71
157160162
8384.585
550560570
172175178
4.704.664.62
163166169
85.58686.5
575580590
180181184
4.594.584.54
171172175
87
88
595600610
185187190
4.534.514.47
176178181
8989.5
620625630
193195197
4.444.434.40
184185187
90
91
640650660
200203205
4.374.344.32
190193195
91.59292.5
670675680
208210212
4.294.274.25
198199201
9393.5
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook104 Dimensions and properties Handbook
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
690700705
215219220
4.224.194.18
204208209
94
95
710720730
222225228
4.164.134.11
211214216
95.596
740750755
230233235
4.084.074.05
219221223
96.597
760770780
237240243
4.034.013.98
225228231
97.598
21
785790800
245247250
3.973.953.93
223235238
9999.5 22
810820830
253255258
3.913.893.87
240242245
23
835840850
260262265
3.853.843.82
247249252
24
860865870
268270272
3.803.783.77
255257258
25
26
880890900
275278280
3.763.743.72
261264266 27
910915920
283285287
3.703.693.68
269271273 28
930940950
290293295
3.663.643.63
276278280
29
960965970
299300302
3.613.603.59
284285287 30
980990995
305308310
3.573.553.54
290293295 31
100010101020
311314317
3.533.523.50
296299301 32
103010401050
320323327
3.493.473.45
304307311 33
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 105
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
106010701080
330333336
3.443.433.41
314316319 34
109010951100
339340342
3.403.393.38
322323325
111011201125
345349350
3.363.353.34
328332333
35
113011401150
352355358
3.333.323.31
334337340
36
115511601170
360361364
3.303.293.28
342343346 37
118011901200
367370373
3.263.253.24
349352354 38
121012201230
376380382
3.233.213.20
357361363 39
124012501255
385388390
3.193.183.17
366369371
126012701280
392394397
3.163.14
372374377
40
129013001310
400403407
3.133.123.10
380383387
41
132013301340
410413417
3.093.083.07
390393396
42
135013601370
420423426
3.063.053.04
399402405
43
138013851390
429430431
3.02408409410
140014101420
434437440
3.013.002.99
413415418
44
143014401450
443446449
2.982.972.96
421424427
45
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook106 Dimensions and properties Handbook
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
145514601470
450452455
2.952.94
428429432
148014851490
458460461
2.93
2.92
435437438
46
150015101520
464467470
2.912.902.89
441444447
153015401550
473476479
2.882.87
449452455
47
155515601570
480481484
2.862.85
(456)(457)(460) 48
158015901595
486489490
2.842.83
(462)(465)(466)
160016101620
491494497
2.82(467)(470)(472) 49
163016401650
500503506
2.802.79
(475)(478)(481)
166016651670
509510511
2.78(483)(485)(486)
168016901700
514517520
2.772.762.75
(488)(491)(494)
50
171017201730
522525527
2.74(496)(499)(501) 51
174017501760
530533536
2.732.712.71
(504)(506)(509)
177017751780
539540541
2.70(512)(513)(514)
179018001810
544547550
2.69
2.68
(517)(520)(523)
52
182018301840
553556559
2.67
2.66
(525)(528)(531)
184518501860
560561564
2.65(532)(533)(536)
53
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 107
tensilestrength
n/mm2
vickershardness
(F > 98 n)Hv
Ballindentationdiameter1
mm
Brinellhardness2
HB
rockwell hardness
HrB Hrc
187018801890
567570572
2.64
2.63
(539)(542)(543)
190019101920
575578580
2.62
2.61
(546)(549)(551)
54
193019401950
583586589
2.60
2.59
(554)(557)(560)
195519601970
590591594 2.58
(561)(562)(564)
198019901995
596599600
2.57(567)(569)(570)
55
200020102020
602605607
2.56
2.55
(572)(575)(577)
203020402050
610613615
2.54(580)(582)(584) 56
206020702080
618620623
2.53
2.52
(587)(589)(592)
209021002105
626629630
2.51(595)(598)(599)
211021202130
631634636
2.50(600)(602)(604)
214021452150
639640641
2.49 (607)(608)(609)
57
216021702180
644647650
2.482.47
(621)(615)(618)
21902200
653655675
2.46(620)(622) 58
59
698720745
606162
773800829
636465
864900940
666768
1 steel ball with 10mm diameter 2 calculated from: HB = 0.95 HV
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook108 Dimensions and properties Handbook
symbol Designation Unitnew old
A d Elongation after fracture %
d0 d0 Original diameter of parallel length of testpiece of circular cross section
mm
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
e.g. Rp0.2ss0.2
Proof stress (non-proportional elongation)e.g. 0.2 non-proportional elongation
N/mm2 (MPa)
ReH sSo Upper yield stress N/mm2 (MPa)
ReL sSu Lower yield stress N/mm2 (MPa)
Rm sB Tensile strength N/mm2 (MPa)
So Fo Original cross-sectional area mm2
Su FB Minimum cross-sectional areaafter fracture
mm2
Z Y Reduction of area %
e e Elongation %
ee eel Elastic elongation %
ep – Non-proportional elongation %
er ebl Permanent elongation %
et eges Total elongation %
s s Stress(nominal stress)
N/mm2 (MPa)
tensile testingThe following information on this basic testing procedure takes into account all changes resulting from internationally approved ISO recommendations which have been incorporated into a number of national standards.
ISO 6892 NFA 03-151 EU 2 UNI 55612 DIN 50145 JIS Z2201 BS 18/Part 2
symbols, designations, units
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 109
specimen prior to tensile testing
specimen after fracture
stress sStress (nominal stress) is defined as load, at any moment during the test, divided by the original cross-sectional area.
s = F [N/mm2]
So
tensile strength rmTensile strength is defined as stress corresponding to the maximum load divided by the original cross-sectional area of 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 gauge length LE0 in the rank of elastic deformation
Em = F . LE0 = sm . 100 So .∆Le ee
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook110 Dimensions and properties Handbook
ksi 0n/mm2 (mpa)
1 2 3 4 5 6 7 8 9
010203040
–68.95
137.90206.84275.79
6.9075.84
144.79213.74282.69
13.7982.74
151.69220.60289.58
20.6889.63
158.58227.53296.48
27.5896.53
165.47234.42303.37
34.47103.42172.37241.32310.26
41.37110.32176.26248.21317.16
48.26117.21186.16255.11324.05
55.16124.11193.0262.00330.95
62.05131.00199.95268.90337.84
5060708090
344.74413.69482.63551.58620.53
351.63420.58489.53558.48627.42
358.53427.48496.48565.37634.32
365.42434.47503.32572.27641.21
372.32441.26510.21579.16648.11
379.21448.16517.11586.05655.00
386.11455.05524.00592.95661.90
393.00461.95530.90599.84668.79
399.90468.84537.79606.74675.69
406.79475.74544.69613.63682.58
100110120130140
689.48758.43827.37896.32965.27
696.37765.32834.27903.21972.16
703.27772.21841.16910.11979.06
710.16779.11848.06917.00985.95
717.06786.00854.95923.90992.85
723.95792.90861.85930.79999.74
730.84799.79868.74937.69
1006.63
737.74806.69875.63944.85
1013.53
744.63813.58882.53951.48
1020.42
751.53820.48889.42958.37
1027.32
150160170180190
1034.211103.161172.111241.061310.00
1041.111110.061179.001247.951316.90
1048.001116.651185.901254.851323.79
1054.901123.851192.791261.741330.69
1061.791130.741199.691268.641337.58
1068.691137.631206.581275.531344.48
1075.581144.531213.481282.421351.37
1082.481151.421220.371289.321358.27
1089.371158.321227.271296.211365.16
1096.271165.211234.161303.111372.06
200210220230240
1378.951447.901516.851585.791654.74
1385.851454.741523.741592.691661.64
1392.741461.691530.641599.581668.53
1399.641648.581537.531606.481675.43
1406.531475.481544.431613.371682.32
1413.431482.371551.321620.271689.22
1420.321489.271558.221627.161696.11
1427.211496.161565.111634.061703.01
1434.111503.061572.001640.951709.90
1441.001509.951578.901647.851716.79
250260270280290
1723.691792.641861.581930.531999.48
1730.581799.531868.481937.432006.37
1737.481806.431875.371944.322013.27
1744.371813.321882.271951.222020.16
1751.271820.221889.161958.112027.06
1758.161827.111896.061965.012033.95
1765.061834.011902.951971.902040.85
1771.951840.901909.851978.802047.74
1778.851847.791916.471985.692054.64
1785.741854.691923.641992.582061.53
300310320330340
2068.432137.372206.322275.272344.22
2075.322144.272213.222282.162351.11
2082.222151.162220.112289.062358.01
2089.112158.062227.012295.952364.90
2096.012164.952233.902302.852371.80
2102.902171.852240.802309.742378.69
2109.802178.742247.692316.642385.59
2116.692185.642254.592323.532392.48
2123.592192.532261.482330.432399.38
2130.482199.432268.382337.322406.37
350360370380390
2413.172482.112551.062620.012688.96
2420.062489.012557.952626.902695.85
2426.952495.902564.852633.802702.74
2433.852502.802571.742640.692709.64
2440.742509.692578.642647.592716.53
2447.642516.592585.532654.482723.43
2454.532523.482592.432661.382730.32
2461.432530.382599.322668.272737.22
2468.322537.272606.222675.172744.11
2475.222544.172613.112682.062751.01
400410420430440
2757.902826.852895.802964.753033.69
2764.802833.752902.692971.643940.59
2771.692840.642909.592978.543047.48
2778.592847.532916.482985.433054.38
2785.482854.432923.382992.323061.27
2792.382861.322930.272999.223068.17
2799.272868.222937.173006.113075.06
2806.172875.112944.063013.013081.96
2813.062882.012950.963019.903088.85
2819.962888.902957.853026.803095.75
450460470480490
3102.643171.593240.543309.483378.43
3109.543148.783247.433316.383385.33
3116.433185.383254.333323.273392.22
3123.333192.273261.223330.173399.12
3130.223199.173268.113337.063406.01
3137.113206.063275.013343.963412.90
3144.013212.963281.903350.853419.80
3150.903219.853288.503357.753426.69
3157.803226.753295.693364.643433.59
3164.693233.643302.593371.543440.48
500 3447.38 3454.27 3461.17 3468.06 3474.96 3481.85 3488.75 3495.64 3502.54 3509.43
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
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 111
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 0mn/m2 = n/mm2 = (mpa)
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
01234
–15.44430.88946.33361.777
1.54416.98932.43347.87763.322
3.08918.53333.97749.42264.866
4.63320.07835.52250.96666.410
6.17821.62237.06652.51167.955
7.72223.16638.61154.05569.499
9.26724.71140.15555.59971.044
10.81126.25541.70057.14472.588
12.35527.80043.24458.68874.132
13.90029.34444.78860.23375.677
56789
77.22192.666
108.110123.554138.998
78.76694.210
109.654125.098140.543
80.31095.754
111.199126.643142.087
81.85597.299
112.743128.187143.632
83.39998.943
114.287129.732145.176
84.943100.388115.832131.276146.720
86.488101.932117.376132.821148.265
88.032103.477118.921134.365149.809
89.577105.021120.465135.909151.354
91.121106.565122.010137.454152.898
1011121314
154.443169.887185.331200.775216.220
155.987171.431186.876202.320217.764
157.531172.976188.420203.864219.308
159.076174.520189.964205.409220.853
160.620176.065191.509206.953222.397
162.165177.609193.053208.497223.942
163.709179.153194.598210.042225.486
165.254180.698196.142211.586227.031
166.798182.242197.686213.313228.575
168.342183.787199.231214.675230.119
1516171819
231.664247.108262.552277.997293.441
233.208248.635264.097279.541294.985
234.753250.197265.641281.085296.530
236.297251.741267.186282.630298.074
237.824253.286268.730284.174299.619
239.386254.830270.274285.719301.163
240.930256.375271.819287.263302.707
242.475257.919273.363288.808304.252
244.019259.464274.908290.352305.796
245.564261.008276.452291.896307.341
2021222324
308.885324.329339.774355.218370.662
310.430325.874341.318356.762372.207
311.974327.418342.862358.307373.751
313.518328.963344.407359.851375.295
315.063330.507345.951361.396376.840
316.607332.052347.496362.940378.384
318.152333.596349.040634.484379.929
319.696335.140350.585366.029381.473
321.241336.685352.129367.573383.018
322.785338.229353.673369.118384.562
2526272829
386.106401.551416.995432.439447.883
387.651403.095418.539433.984449.428
389.195404.640420.084435.528450.972
390.740406.184421.628437.072452.517
392.284407.728423.173438.617454.061
393.829409.273424.717440.161455.606
395.373410.817426.261441.706457.150
396.917412.362427.806443.250458.694
398.462413.906429.350444.795460.239
400.006415.450430.895446.339461.783
3031323334
463.328478.772494.216509.660525.105
464.872480.316495.761511.205526.649
466.417481.861497.305512.749528.194
467.961483.405498.849514.294529.738
469.505484.950500.394515.838531.282
471.050486.494501.938517.383532.827
472.594488.039503.483518.927534.371
474.139489.583505.027520.471535.916
475.683491.127506.572522.016537.460
477.228492.672508.116523.560539.005
3536373839
540.549555.993571.437586.882602.326
542.093557.538572.982588.426603.870
543.638559.082574.526589.971605.415
545.182560.627576.071591.515606.959
546.727562.171577.615593.059608.504
548.271563.715579.160594.604610.048
549.816565.260580.704596.148611.593
551.360566.804582.248597.693613.137
552.904568.349583.793599.237614.681
554.449569.893585.337600.782616.226
4041424344
617.770633.215648.659664.103679.547
619.315634.759650.203665.647681.092
620.859636.303651.748667.192682.636
622.404637.848653.292668.736684.181
623.948639.392654.836670.281685.725
625.492640.937656.381671.825687.269
627.037642.481657.925673.370688.814
628.581644.025659.470674.914690.358
630.126645.570661.014676.458691.903
631.670647.114662.559678.003693.447
4546474849
694.992710.436725.880741.324756.769
696.536711.980727.424742.869758.313
698.080713.525728.969744.413759.857
699.625715.069730.513745.958761.402
701.169716.613732.058747.502762.946
702.714718.158733.602749.046764.491
704.258719.702735.147750.591766.035
705.803721.247736.691752.135767.580
707.347722.791738.235753.680769.124
708.891724.336739.780755.224770.668
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook112 Dimensions and properties Handbook
tonf/in2 0mn/m2 = n/mm2 = (mpa)
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
5051525354
772.21787.66803.10818.55833.99
773.76789.20804.65820.09835.35
775.30790.75806.19821.63837.08
776.85792.29807.74823.18838.62
778.39793.84801.28824.72840.17
779.94795.38810.82826.27841.71
781.48796.48812.37827.81843.26
783.02798.47813.91829.36844.80
784.57800.01815.46830.90846.35
786.11801.56817.00823.45847.89
5556575859
849.43864.88880.32895.77911.21
850.98866.42881.87897.31912.76
852.52867.97883.41898.86914.30
854.07869.51884.96900.40915.84
855.61871.06886.50901.95917.38
857.16872.60888.05903.49918.93
858.70874.15889.59905.03920.48
860.25875.69891.13906.58922.02
861.79877.23892.68908.12923.57
863.33878.78894.22909.67925.11
6061626364
926.66942.10957.54972.99988.43
928.20943.64959.09974.53989.98
929.74945.19960.63976.08991.52
931.29946.73962.18977.62993.07
932.83948.28963.72979.17994.61
934.38949.82965.27980.71996.16
935.92951.37966.81982.26997.70
937.47952.91968.36983.80999.24
930.01954.46969.90985.34
1000.79
940.56956.00971.44986.89
1002.33
6566676869
1003.881019.321034.771050.211065.65
1005.721020.871036.311051.751067.20
1006.971022.411037.851053.301068.74
1008.511023.951039.401054.841070.29
1010.051025.501040.941056.391071.83
1011.601027.041042.491057.931073.38
1013.141027.041042.491057.931073.38
1014.691030.131045.581061.021076.76
1016.231031.681047.121062.561078.01
1017.781033.221048.671064.111079.55
7071727374
1081.101096.541111.991127.431142.87
1082.641098.091113.531128.981144.42
1084.191099.631115.081130.521145.96
1085.731101.181116.621132.061147.51
1087.281102.721118.161133.611149.05
1088.821104.261119.711135.151150.60
1088.821104.261119.711135.151150.60
1091.911107.351122.801138.241153.69
1093.451108.901124.341139.791155.23
1095.001110.441125.891141.331156.77
7576777879
1158.321173.761189.211204.651220.10
1159.861175.321190.751206.201221.64
1161.411167.851192.301207.741223.19
1162.951178.401193.841209.291224.73
1164.501179.941195.391210.831226.27
1166.041181.491196.931212.371227.82
1167.591183.031198.471213.921229.36
1169.131184.571200.021215.461230.91
1170.671186.121201.561217.011232.45
1172.221187.661203.111218.551234.00
8081828384
1235.541250.981266.431281.871297.32
1237.081252.531267.971283.421298.86
1238.631254.071269.521284.961300.41
1240.171255.621271.061286.511301.95
1241.721257.161272.611288.051303.50
1234.261258.711274.151289.601305.04
1244.811260.251275.701291.141306.58
1246.351261.801277.241292.681308.13
1247.901263.341278.781294.231309.67
1249.441264.881280.331295.771311.22
8586878889
1312.761328.211343.651359.091374.54
1314.311329.751345.191360.641376.08
1315.851331.291346.741362.181377.63
1317.401332.841348.281363.731379.17
1318.941334.381349.831365.271380.72
1320.481335.931351.371366.821382.26
1322.031337.471352.921368.361383.81
1323.571339.021354.461369.911385.35
1325.121340.561356.011371.451386.89
1326.661342.111357.551372.991388.44
9091929394
1389.981405.431420.871436.321451.76
1391.531406.971422.421437.861453.30
1393.071408.521423.961439.401454.85
1394.621410.061425.501440.951456.39
1396.161411.611427.051442.491457.94
1397.711413.151428.591444.041459.48
1399.251414.691430.141445.581461.03
1400.791416.241431.681447.131462.57
1402.341417.781433.231448.671464.12
1403.881419.331434.771450.221465.66
9596979899
1467.201482.651498.091513.541528.98
1468.751484.191499.641515.081530.53
1470.291485.741501.181516.631532.07
1471.841487.281502.731518.171533.61
1473.381488.831504.271519.711535.16
1474.931490.371505.811521.261536.70
1476.471491.921507.361522.801538.25
1478.021493.461508.901524.351539.79
1479.561495.001510.451525.891541.34
1481.101496.551511.991527.441542.88
100 1544.43 – – – – – – – – –
cci
CONVERSIONAND
COMPARISONINFORMATION
Dimensions and properties Handbook Dimensions and properties Handbook 113
notes:
notes:
Dimensions and properties Handbook114
To fi nd out more about our extensive range of products and services:
Steel Pipe, Fittings & Valves Stainless Steel Fastenings Chain & Rigging
CONTACT US TODAY: 0800 478 335www.steelandtube.co.nz Rural Products
Industrial ProductsReinforcing Roofi ng, Cladding, Rainwater Systems & Purlins
S&T047