Fourth Edition
Cold Formed Structural Hollow Sections & Profiles
58634 Cover
4/8/03
4:38 PM
Page 2
OneSteel Market Mills is AustraliaÕ s leading manufacturer of tubular and profile sections, offering a wide range and variety of sizes
and product finishes to meet your needs.
OneSteel Market MillsÕ primary strength is its people, who have the ability to provide distinct competencies through our research
and development, production, sales, marketing and technical support, to make a difference for you.
Providing Innovative Solution
At OneSteel Market Mills we know the only way we have become the premier manufacturer of steel hollow sections and profiles
is because of what we offer to our customers.
Our commitment to customers goes beyond providing the best quality, best delivery and best service...we also provide you with
innovative solutions.
Expert Technical Support
When you buy from OneSteel Market Mills, the products are supported by a network of Engineers and Technical personnel who
are able to supply design assistance and product support to help you get the best advantage from our products.
The Coating Range
Manufactured by cold forming and electric resistance welding, OneSteel Market Mills hollow sections have all the features:
strength, good looks, weld integrity, smooth uniform profile. There is also a range of angles, channels and flats available with
the famous DuraGal finish.
There are a number of coating alternatives:
In-line, Hot-dip Galvanized
For DuraGal and Galtube Plus, a controlled in-line, hot-dip
galvanized coating is applied that fully covers the weld.
Galtube Plus is further protected internally by a paint
coating applied over a prepared metal surface.
Hot-dip Galvanized
A 300 g/m2 minimum average hot-dip galvanized coating is
applied to both the external and internal surfaces.
Blue Painted RHS / Red Painted CHS
A smooth, even coat of general purpose paint is applied to act
as a temporary rust preventative.
Clear Coat
A clear polymer coat is applied to the external surface for
protection prior to fabrication.
No Oil or Paint
The tube is supplied in the as rolled condition without
protective coatings.
Clear Coat
In-line, Hot-dip
Galvanized
Hot-dip
Galvanized
Blue Painted
No Oil or Paint
CONTENTS
Page
PRODUCT INFORMATION
Circular Hollow Sections
Surface Finish .......................................................................................................................... 1
Mechanical Properties ............................................................................................................. 1
Size Range ............................................................................................................................... 1
End Finish ................................................................................................................................ 1
Length Range ........................................................................................................................... 2
Chemistry ................................................................................................................................. 2
Tolerances ................................................................................................................................ 2
Square/Rectangular Hollow Sections
Surface Finish .......................................................................................................................... 3
Mechanical Properties ............................................................................................................. 3
Size Range .............................................................................................................................. 3
End Finish ............................................................................................................................... 3
Length Range .......................................................................................................................... 4
Chemistry ................................................................................................................................ 4
Tolerances ............................................................................................................................... 4
Corner Radii ............................................................................................................................. 4
Angles, Channels and Flats
Surface Finish .......................................................................................................................... 5
Mechanical Properties ............................................................................................................. 5
Size Range .............................................................................................................................. 5
End Finish ............................................................................................................................... 5
Length Range .......................................................................................................................... 5
Chemistry ................................................................................................................................ 5
Tolerances ............................................................................................................................... 5
Corner Radii ............................................................................................................................. 6
Welding
........................................................................................................................................ 7
Painting
........................................................................................................................................ 7
Bending
Draw Bending Using an Internal Mandrel - CHS & RHS ......................................................... 7
Press Bending or Draw Bending Without a Mandrel - CHS ..................................................... 7
Roll Curving ............................................................................................................................. 7
Crush Bending - RHS .............................................................................................................. 7
Ram Bending - CHS ................................................................................................................. 8
Definitions
........................................................................................................................................ 9
PRODUCT AVAILABILTY
Note: Not all coatings, sizes and thickness combinations listed in this publication will be stocked.
Refer to your steel distributor(s) for availability or visit our web site www.onesteel.com for more information.
July 2003
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
i
CONTENTS - Continued
Page
DIMENSIONS AND SECTION PROPERTIES
1
Circular Hollow Sections
1.1
Tubeline® Grade C250L0 (AS 1163) ............................................................................................ 10
1.2
Tubeline®/UltraPipe® Grade C350L0 (AS 1163) .......................................................................... 12
1.3
Tubeline® Grade C350L0 (Tubeline 350L0-Type 2 & Type 3) ........................................................ 15
1.4
DuraGal® Grade C350L0 ............................................................................................................ 16
1.5
Galtube® Plus C350L0 and C300L0 (Tubeline 350L0-Type 1) ...................................................... 17
2
Rectangular Hollow Sections
2.1
Tubeline® Grade C350L0 (AS 1163) ............................................................................................ 18
2.2
DuraGal® DualGrade® C350L0/C450L0 (AS 1163) ...................................................................... 21
2.3
Galtube® Plus C350L0 (Tubeline 350L0-Type 1) .......................................................................... 23
3
Square Hollow Sections
3.1
Tubeline® Grade C350L0 (AS 1163) ............................................................................................ 24
3.2
Tubeline® Grade C350L0 (Tubeline 350L0-Type 2) ....................................................................... 27
3.3
DuraGal® DualGrade® C350L0/C450L0 (AS 1163) ...................................................................... 28
3.4
Galtube® Plus C350L0 (Tubeline 350L0-Type 1) .......................................................................... 30
4
Rail Sections
4.1
DuraGal DualGrade C350L0/C450L0 (AS 1163) .......................................................................... 31
5
Angles
5.1
DuraGal® Equal Angles C450L0 and C400L0 (TS 100)
5.2
5.1.1
Dimension and Full Section Properties .......................................................................... 32
5.1.2
Effective Section Properties .......................................................................................... 36
5.1.3
Section Properties for Member Stability ......................................................................... 40
DuraGal® Unequal Angles C450L0 (TS 100)
5.2.1
Dimension and Full Section Properties .......................................................................... 41
5.2.2
Effective Section Properties .......................................................................................... 43
5.2.3
Section Properties for Member Stability ......................................................................... 45
6
Channels
6.1
DuraGal® Channels C450L0 and C400L0 (TS 100)
6.1.1
Dimension and Full Section Properties .......................................................................... 46
6.1.2
Effective Section Properties .......................................................................................... 47
6.1.3
Section Properties for Member Stability ......................................................................... 48
7
Flats
7.1
DuraGal® Flats C400L0 and C350L0 (TS 100) ............................................................................ 49
ii
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
CIRCULAR HOLLOW SECTIONS
Surface Finish
Mechanical Properties
DuraGal®
Specified Minimum Mechanical Properties
DuraGal Internally painted
External Surface - As for DuraGal
Product
Designation
C350
350
430
15
AS 1163
AS 1163
Tubeline 350L0
- Type 2
Tubeline 350L0
- Type 3
C250L0
C350L0
250
350
320
430
22
20
350L0
350
380
12
350L0
350
430
12
AS 1163
C350L0
350
450
20
350
380
18
UltraPipe®
Galtube® Tubeline 350L0
Plus
- Type 1
350L0
Typical Mechanical Properties
Product
Designation
Standard
Grade
or
Specification
Hot Dip Galvanized (HDG)
DuraGal®
Mean
(Max.)
Yield
Stress
fy
DuraGal C350 C350L0
Tubeline®
AS 1163
C250L0
C350L0
Red Painted
The resultant steel surface from the manufacturing process prior to
the red paint being applied is of better appearance than AS1627.4
Class 1. OneSteel strongly recommends that you check with your
coatings manufacturer or supplier whether any additional surface
preparation may need to be carried out on the pipe surface, prior to
the application of any paint primers, top coats or special finishes.
Black (Clear Coat)
5.65 S o
(%)
DuraGal C350
Internal Surface - A 35 µm aim DFT of Zinc Phosphate paint is
applied over a prepared metal surface.
A smooth, even coat of a red, general purpose paint is applied to the
external surface to act as a temporary rust preventative. The paint
coating is 6 to12 microns DFT. This temporary coating should be
removed prior to powder-coating or the application of coating systems
intended for corrosion protection or architectural finishes. It is easily
removed with any of the commercially available solvent based paint
strippers, also usually removed as part of the available pre-treatment
(caustic bath) system used in the batch hot dip galvanizing process.
(MPa)
Tubeline®
Galtube® Plus
A hot dip galvanized coating, minimum average coating mass of 300
g/m2 is applied to both the external and internal surfaces. The HDG
coating is applied in accordance with AS/NZS 4792 :Hot-dip galvanized
(zinc) coatings on ferrous hollow sections, applied by a continuous or
specialised process.
(MPa)
DuraGal®
Internal Surface - A 35 µm aim DFT of Zinc Phosphate paint is
applied over a prepared metal surface.
External Surface - In-line Hot dip galvanized over a prepared metal
surface, to produce a fully bonded coating with a minimum average
coating mass of 125g/m2, in accordance with AS/NZS 4792: Hot-dip
galvanized (zinc) coatings on ferrous hollow sections, applied by a
continuous or specialized process. The external zinc coating then
has a surface conversion coating applied to improve resistance to
white rusting and improve the adhesion of paint and powder coatings.
Standard
Grade Minimum Minimum
Minimum
or
Yield
Tensile Elongation as a
Specification
Stress
Strength
Proportion of
fu
Gauge Length of
fy
Galtube® Tubeline 350L0
Plus
- Type 1
350L0
Mean
Mean
(Max.)
(Maximum)
Tensile Elongation as a
Strength Proportion of
fu
Gauge Length of
(MPa)
(MPa)
5.65 S o
(%)
525
(593)
376
(478)
436
(535)
572
(638)
399
(501)
498
(578)
22.0
(35.0)
32.4
(52.5)
32.2
(56.9)
406
(496)
435
(518)
27.4
(46.0)
L0 indicates that CHS has Charpy V-notch impact properties as
specified in AS 1163. Table 10.4.1 of AS 4100 Steel Structures permits
AS 1163 L0 grades to have the following minimum permissible service
temperatures:
Thickness
(mm)
Lowest One Day Mean Ambient Temperature
(oC)
t£6
-30
6 < t £ 12
-20
12 < t £ 20
-10
Size Range
A smooth, even coat of clear polymer is applied to the external
surface. This coating is meant to act as a temporary rust preventative.
It is easily removed with any of the commercially available solvent
based paint strippers, and is normally removed prior to galvanizing as
part of the available pre-treatments (caustic bath) used in the batch
hot dip galvanizing process.
Quality
Grade
Size Range OD (mm)
Extra Light
AS 1163 C350L0
26.9 to 139.7
DuraGal C350L0
26.9 to 76.1
Light
Tubeline 350L0-Type 3
AS 1163 C350L0
21.3
26.9 to 165.1
Oiled
Medium
This is not a mill option for the OneSteel products within this publication.
Heavy
Tubeline 350L0-Type 2
AS 1074/AS 1163 C250L0
AS 1074/Tubeline 350L0-Type 2
21.3
26.9 to 165.1
21.3
AS 1074/AS 1163 C250L0
26.9 to 165.1
No Oil or Paint (NOP)
Both the external and internal surface of the tube is supplied in the as
rolled condition without protective coatings. The ends are not colour
coded.
Extra Heavy
AS 1163 C250L0
48.3 to 88.9
Large Structural
AS 1163 C350L0
168.3 to 457.0
& UltraPipe®
Varnish
This is usually only found on imported products.
Thicknesses available within the above size range are listed in the
Section Property tables.
End Finish
The standard end finish for Structural Circular Hollow Sections is mill
cut ends. See “Definitions” for more information.
July 2003
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
1
PRODUCT INFORMATION
External Surface - In-line Hot dip galvanized over a prepared metal
surface, to produce a fully bonded coating with a minimum average
coating mass of 100g/m2, in accordance with AS/NZS 4792: Hot-dip
galvanized (zinc) coatings on ferrous hollow sections, applied by a
continuous or specialized process. The external zinc coating then has
a surface conversion coating applied to improve resistance to white
rusting and improve the adhesion of paint and powder coatings.
CIRCULAR HOLLOW SECTIONS - Continued
Length Range
Tolerances
1
Size OD
(mm)
Thickness*
(mm)
Product and
Surface Finish*2
Standard
Length (m)
Maximum
Length (m)
26.9 to 76.1
2.0 to 2.6
Galtube® Plus
6.5
8.0
26.9 to 42.4
48.3 to 76.1
2.0
2.3
DuraGal®
6.5
6.5
8.0
13.0
26.9 to 165.1
2.3 to 5.4
Tubeline® - HDG
6.5
7.3
21.3 to 42.4 2.0 to 4.0
48.3 to 88.9 2.3 to 5.9
114.3 to 165.1 3.2 to 5.4
Tubeline® - NOP,
Black or Red
Painted
6.5
6.5
6.5
8.0
13.0
12.2
168.3 to 457.0 3.2 to 6.0
Large Structural CHS
& UltraPipe® - NOP
or Black
12.0
12.0
Cross Section
Outside Diameter do (mm)
Maximum Permissible Variation
in Specified Outside Diameter (mm)
£ 50
+0.4, -0.8
± 0.01do
> 50
Thickness
*1 All thicknesses are not available in all sizes. Check the tables in this publication
for details, enquire for others.
*2 All finishes and product types are not available in all sizes and lengths. Refer
to our website www.onesteel.com or your steel distributor(s),enquire for others.
See Surface Finish definitions at start of this section or in “Definitions”
Chemistry
PRODUCT INFORMATION
Specification
For AS 1163 products DuraGal®, Galtube® Plus, Tubeline®, UltraPipe®
and Large Structural CHS:
±10% of nominal
Note: Galtube® Plus:
The section property tables within this publication for Galtube®
Plus have data that has been calculated using a design
thickness to comply with AS/NZS 4600 Clause 1.5.1.6. (refer to
the notes accompanying each table for Galtube® Plus).
Chemical Composition (Cast or Product) % max.
C
Si
Mn
AS 1163 C250L0*
Tubeline® 350L0 - Type 1
Tubeline® 350L0 - Type 2
0.12
0.05
0.50
AS 1163 C350L0*
DuraGal® C350
Tubeline® 350L0 - Type 3
0.20
0.25
1.60
Al
CE
Mass
0.040 0.030
0.10
0.25
For AS 1163 products DuraGal®, Tubeline®, UltraPipe® and Large
Structurals:
0.040 0.030
0.10
0.39
P
S
not less than 96% of nominal
Straightness
* This is an extract from Table 1, AS 1163 Structural Steel Hollow Sections
Specified length
500
The following table lists typical chemical compositions and carbon
equivalents of the steels used:
Mill Length
Specification
-0 to +100 mm for Large Structural (168.3 to 457.0 mm OD)
Typical Chemical Composition %
C
Si
Mn
P
S
Al
CE
AS 1163 C250L0
Tubeline® 350L0 - Type 1
Tubeline® 350L0 - Type 2
0.04 0.005
to
to
0.07 0.020
0.19
to
0.30
0.006 0.005 0.015
to
to
to
0.018 0.018 0.060
0.07
to
0.12
AS 1163 C350L0
DuraGal® C350
Tubeline® 350L0 - Type 3
0.13 0.005
to
to
0.17 0.020
0.65
to
0.80
0.010 0.005 0.020
to
to
to
0.025 0.015 0.055
0.24
to
0.30
-0 to +50 mm for all others
The carbon equivalent (CE) in the above is calculated for an actual
composition using the following equation:
CE = C +
Mn
6
+
Cr + Mo + V
5
+
Ni + Cu
15
This value is used in AS/NZS 1554.1 Welding of Steel Structures, to
determine the welding preheat required. Steel with CE less than 0.39
in general, do not require preheat.
2
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
SQUARE/RECTANGULAR HOLLOW SECTIONS
Surface Finish
Mechanical Properties
DuraGal®
Specified Minimum Mechanical Properties
DuraGal Internally painted
External Surface - As for DuraGal
IInternal Surface - A 35 µm aim DFT of Zinc Phosphate paint is
applied over a prepared metal surface.
Galtube® Plus
External Surface - In-line Hot dip galvanized over a prepared metal
surface, to produce a fully bonded coating with a minimum average
coating mass of 125g/m2, in accordance with AS/NZS 4792: Hot-dip
galvanized (zinc) coatings on ferrous hollow sections, applied by a
continuous or specialized process. The external zinc coating then
has a surface conversion coating applied to improve resistance to
white rusting and improve the adhesion of paint and powder coatings.
Product
Designation
Standard
or
Specification
Grade Minimum Minimum
Minimum
Yield
Tensile Elongation as a
Stress Strength
Proportion of
fu
Gauge Length of
fy
Not available as an ex-mill option for square or rectangular hollow
sections. (see also Definitions)
Blue Painted
A smooth, even coat of a blue, general purpose paint is applied to the
external surface to act as a temporary rust preventative. The paint
coating is 6 to12 or 15 to 20 microns DFT, depending on the machine
used. This temporary coating should be removed prior to powdercoating or the application of coating systems intended for corrosion
protection or architectural finishes. It is easily removed with any of the
commercially available solvent based paint strippers, also usually
removed as part of the available pre-treatment (caustic bath) system
used in the batch hot dip galvanizing process.
The resultant steel surface from the manufacturing process prior to
the blue paint being applied is of better appearance than AS1627.4
Class 1. OneSteel strongly recommends that you check with your
coatings manufacturer or supplier whether any additional surface
preparation may need to be carried out on the SHS/RHS surface,
prior to the application of any paint primers, top coats or special finishes.
Black (Clear Coat)
A smooth, even coat of clear polymer is applied to the external
surface. This coating is meant to act as a temporary rust preventative.It
is easily removed with any of the commercially available solvent based
paint strippers, also usually removed as part of the available pretreatments (caustic bath) used in the batch hot dip galvanizing process.
No Oil or Paint (NOP)
Both the external and internal surface of the hollow section is supplied
in the as rolled condition without protective coatings. The ends are not
colour coded.
July 2003
(MPa)
5.65 S o
(%)
DuraGal®
(DualGrade®)
AS 1163
C350L0/
C450L0
450
500
16
DuraGal®
AS 1163
C450L0
450
500
14
AS 1163
C350L0
350
430
16
Tubeline 350L0
- Type 2
350L0
350
380
12
Galtube® Tubeline 350L0
Plus
- Type 1
350L0
350
380
18
Tubeline®
Typical Mechanical Properties
Product
Designation
Standard
Grade
or
Specification
Internal Surface - A 35 µm aim DFT of Zinc Phosphate paint is
applied over a prepared metal surface.
Hot Dip Galvanized (HDG)
(MPa)
Mean
(Max.)
Yield
Stress
fy
Mean
Mean
(Max.)
(Maximum)
Tensile Elongation as a
Strength Proportion of
fu
Gauge Length of
(MPa)
(MPa)
5.65 S o
(%)
DuraGal®
(DualGrade®)
AS 1163
C350L0/
C450L0
531
(674)
576
(693)
20.9
(56.5)
Tubeline®
AS 1163
C350L0
485
(626)
528
(665)
25.1
(48.7)
418
(503)
444
(542)
27.4
(42.3)
Galtube® Tubeline 350L0
Plus
- Type 1
350L0
L0 indicates that RHS has Charpy V-notch impact properties as
specified in AS 1163. Table 10.4.1 of AS 4100 Steel Structures permits
L0 grades to have the following minimum permissible service
temperatures:
Thickness
(mm)
Lowest One Day Mean Ambient Temperature
(oC)
t£6
-30
6 < t £ 12
-20
Size Range
Product
Squares (mm x mm)
Rectangular (mm x mm)
DuraGal®
(DualGrade®)
Tubeline® C350L0
20 x 20 to 100 x 100
50 x 20 to 150 x 50
20 x 20 to 250 x 250
50 x 20 to 250 x 150
Tubeline® 350L0
- Type 2
13 x 13 & 15 x 15
-
Galtube® Plus
20 x 20 to 65 x 65
50 x 20 to 75 x 25
Thicknesses available within the above size range are listed in the
Section Property tables.
End Finish
The standard end finish for Structural Square and Rectangular Hollow
Sections is mill cut ends. See “Definitions” for more information.
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
3
PRODUCT INFORMATION
External Surface - In-line Hot dip galvanized over a prepared metal
surface, to produce a fully bonded coating with a minimum average
coating mass of 100g/m2 in accordance with AS/NZS 4792: Hot-dip
galvanized (zinc) coatings on ferrous hollow sections, applied by a
continuous or specialized process. The external zinc coating then has
a surface conversion coating applied to improve resistance to white
rusting and improve the adhesion of paint and powder coatings.
SQUARE/RECTANGULAR HOLLOW SECTIONS - Continued
Length Range
Tolerances
1
Size (mm)
2
Thickness* Surface Finish* Standard Maximum
(mm)
Length (m) Length (m)
20 x 20 to 65 x 65
50 x 20 to 75 x 25
1.6 to 2.5
Galtube® Plus
6.5
8.0
20 x 20 & 25 x 25
30 x 30
35 x 35 to 100 x 100
50 x 20 to 150 x 50
1.6 to 3.0
1.6 & 2.0
1.6 to 6.0
1.6 to 6.0
DuraGal®
(DualGrade®)
6.5
8.0
8.0
8.0
8.0
8.0
13.0
13.0
13 x 13 to 25 x 25
30 x 30
35 x 35 to 100 x 100
89 x 89
1.6
1.6
1.6
3.5
3.0
5.0
Tubeline® SHS NOP, Black or
Blue Painted
6.5
8.0
8.0
8.0
8.0 & 12.0
8.0 & 12.0
8.0
8.0
13.0
12.2
12.2
18.0
Tubeline® RHS 8.0
NOP, Black or 8.0 & 12.0
Blue Painted 8.0 & 12.0
13.0
12.2
18.0
100 x 100 to 150 x 150
200 x 200 & 250 x 250
50 x 20 to 150 x 50
150 x 100 & 200 x 100
250 x 150
1
*
*2
to
to
to
to
to
to
3.0
2.0
6.0
6.0
9.0
9.0
1.6 to 6.0
4.0 to 9.0
5.0 to 9.0
PRODUCT INFORMATION
C
Si
Mn
0.05
0.50
P
S
0.040 0.030
For AS 1163 products DuraGal® and Tubeline®:
not less than 96% of nominal
Straightness
0.25
1.60
0.040 0.030
0.10
0.39
Specified length
500
0.20
0.45
1.60
0.040 0.030
0.10
0.39
Mill Length
*This is an extract from Table 1, AS 1163 Structural Steel Hollow Sections
The following table lists typical chemical compositions and carbon
equivalents of the steels used:
Specification
Size (mm)
Product
Length Tolerance
20 x 20 to 50 x 50
50 x 20 to 75 x 25
Galtube® Plus
-0, +20
-0, +20
65 x 65
Typical Chemical Composition %
C
Si
Mn
0.04
to
0.07
0.005
to
0.020
0.19
to
0.30
0.006 0.005 0.015
to
to
to
0.018 0.018 0.060
AS 1163 C350L0*
0.13 0.005
to
DuraGal® (DualGrade) to - to
AS 1163 C350L0/C450L0* 0.17 0.020
Tubeline® 350L0 - Type 2
0.65
to
0.80
0.010 0.005 0.020 0.24
to
to
to
to
0.025 0.015 0.055 0.30
AS 1163 C450L0*
1
CE
Tubeline® 350L0 - Type 2
Tubeline® 350L0 - Type 1
± 0.01b or ± 0.01d
0.25
AS 1163 C350L0*
DuraGal® (DualGrade) to AS 1163 C350L0/C450L0* 0.20
AS 1163 C450L0*
> 50
Maximum Permissible
Out of Square at
Corners
(degree)
Al
Chemical Composition (Cast or Product) % max.
0.12
£ 50
Maximum Permissible
Variation in Specified
Outside Dimension
of Side (mm)
± 0.5
0.10
Chemistry
Tubeline®350L0 - Type 1
Outside dimension
of side b or d
(mm)
Thickness
For AS 1163 products DuraGal®, Galtube® Plus, and Tubeline®:
±10% of nominal
Note: Galtube® Plus:
The section property tables within this publication for Galtube®
Plus have data that has been calculated using a design
thickness to comply with AS/NZS 4600 Clause 1.5.1.6. (refer to
the notes accompanying each table for Galtube® Plus).
Mass
All thicknesses are not available in all sizes. Check the tables in this publication
for details, enquire for others.
All finishes and product types are not available in all sizes and lengths. Refer
to our website www.onesteel.com or your steel distributor(s),enquire for others.
See Surface Finish definitions at start of this section or in “Definitions”
Specification
Cross Section
P
S
Al
CE
0.07
to
0.12
-0, +50
35 x 35 to 100 x 100
50 x 20 to 150 x 50
DuraGal®
-0, +50
13 x 13 to 150 x 150
50 x 20 to 200 x 100
Tubeline®
-0, +50
200 x 200 to 250 x 250
250 x 150
Tubeline®
-0, +150
Twist
0.14 0.180 0.93 0.018 0.008 0.018 0.30
to
to
to
to
to
to
to
0.18 0.210 1.10 0.027 0.014 0.028 0.36
The carbon equivalent (CE) in the above is calculated for an actual
composition using the following equation:
CE = C +
Mn
6
+
Cr + Mo + V
5
+
Ni + Cu
15
This value is used in AS/NZS 1554.1 Welding of Steel Structures, to
determine the welding preheat required. Steels with CE less than 0.39
in general, do not require preheat.
2 mm plus 0.5 mm per metre length
Corner Radii
Section Thickness
(mm)
4
Section Size
Typical external Typical angle of arc
corner radii
(degree)
t£3
All
r = 2.0 t
75
t>3
£ 125 x 125
£ 150 x 100
r = 2.5 t
75
> 125 x 125
> 150 x 100
r = 3.0 t
75
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
ANGLES, CHANNELS AND FLATS
Surface Finish
End Finish
DuraGal®
The standard end finish for DuraGal Angles, Channels and Flats is
mill cut ends. See “Definitions” for more information.
Mechanical Properties
Specified Minimum Mechanical Properties
Product Standard Actual
Designor
Thickation Specifness
cation
t
Grade Minimum Minimum
Minimum
Yield
Tensile Elongation as a
Stress Strength Proportion of
fu
Gauge Length of
fy
(MPa)
(MPa)
5.65 S o
(%)
DuraGal® TS100
t £ 2.5 C350L0
Angles &
2.5 < t £ 6 C450L0
Channels
t>6
C400L0
350
450
400
400
500
450
20
16
16
DuraGal® TS100
Flats
400
350
450
400
20
20
(mm)
t£6
t>6
C400L0
C350L0
Typical Mechanical Properties
Product Standard Actual
Designor
Thickation
Specifness
cation
t
(mm)
t £ 2.5
DuraGal® TS100
Angles
Grade
C350L0
2.5 < t £ 6 C450L0
DuraGal® TS100
Channels
DuraGal® TS100
Flats
t>6
C400L0
t£6
C450L0
t>6
C400L0
t£6
C400L0
t>6
C350L0
Mean
(Max.)
Yield
Stress
fy
Mean
Mean
(Max.)
(Max.)
Tensile Elongation as a
Strength Proportion of
fu
Gauge Length of
(MPa)
457
(551)
488
(551)
469
(555)
(MPa)
527
(615)
549
(608)
531
(602)
5.65 S o
(%)
31
(48)
28
(35)
26
(35)
499
(575)
452
(515)
556
(642)
514
(566)
25
(34)
26
(33)
515
(593)
448
(495)
561
(624)
501
(534)
24
(39)
26
(32)
Length Range
Product
Size Range
(mm)
Standard
Lengths (m)
Non- Standard
Lengths* (m)
DuraGal®
Equal Angle
30 x 30 to 45 x 45
50 x 50 to 90 x 90
100 x 100 to 150 x 150
6.0
9.0
12.0
6.0 to 12.0
6.0 to 12.0
6.0 to 12.0
DuraGal®
Unequal Angle
75 x 50
100 x 75 to 150 x 100
9.0
12.0
6.0 to 12.0
6.0 to 12.0
DuraGal®
Channel
75 x 40 to 125 x 65
150 x 75 to 300 x 90
9.0
12.0
6.0 to 12.0
6.0 to 12.0
DuraGal ®Flat
50 to 300
6.0
6.0 to 12.0
Notes:
No off line cutting facilities are available at the DuraGal Profile mill
Lengths longer than the standard length may be restricted on some sizes and
section shapes due to material handling issues in storage and transit. Check
with your steel distributor(s) for more information.
Chemistry
Grade
Chemical Composition (Cast or Product) % max.
C350L0/C400L0
C400L0/C450L0
C
Si
Mn
P
0.20
0.05
1.60
S
0.040 0.030
Al
CE
0.10
0.39
The following table lists typical chemical compositions and carbon
equivalent of the steel used:
Grade
Typical Chemical Composition %
C
C350L0/C400L0
C400L0/C450L0
Si
0.13 0.005
to
to
0.17 0.020
Mn
P
0.65
to
0.80
S
Al
0.010 0.005 0.020
to
to
to
0.025 0.015 0.055
CE
0.24
to
0.30
The carbon equivalent (CE) in the above is calculated for an actual
composition using the following equation:
CE = C +
Mn
6
+
Cr + Mo + V
5
+
Ni + Cu
15
This value is used in AS/NZS 1554.1 Welding of Steel Structures, to
determine the welding preheat required. Steel with CE less than 0.39
in general, do not require preheat.
Tolerances
Cross Section
L0 indicated that Profiles have Charpy V-notch impact properties as
specified in TS100. Table 10.4.1 of AS 4100 Steel Structures permits
L0 grades to have the following minimum permissible service
temperatures:
Actual Thickness
(mm)
Lowest One Day Mean Ambient Temperature
(oC)
t£6
-30
6 < t £ 10
-20
Size Range
Product
Size Range (mm)
DuraGal® Equal Angle
30 x30 to 150 x 150
DuraGal® Unequal Angle
75 x 50 to 150 x 100
DuraGal® Channel
75 x 40 to 300 x 90
DuraGal® Flat
50 to 300
Thicknesses available within the above size range are listed in the
Section Property tables.
The maximum permissible variation in dimension bu (which applies to
b1, b2 and bf) is shown below:
Dimension bu
(mm)
Actual Thickness t (mm)
bu £ 40
40 < bu £ 100
100 < bu £ 150
150 < bu £ 200
July 2003
Maximum Permissible Variations in
Dimension bu (mm)
1.5 < t £ 3
±0.80
3<t£ 6
±1.00
6<t£ 8
±1.25
±1.00
±1.25
±1.50
±1.25
±1.50
±1.75
±1.50
±1.75
±2.00
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
5
PRODUCT INFORMATION
In-line Hot dip galvanized over a prepared metal surface to produce a
fully bonded coating, with a minimum average coating mass of 100g/
m2, in accordance with AS/NZS 4791: Hot-dip galvanized (zinc)
coatings on ferrous open sections, applied by an in-line process. The
zinc surface then has a surface conversion coating applied. All profiles,
with the exception of equal angles up to and including 50.0 mm x 50.0
mm and all Flats, are coated with a clear polymer over the conversion
coat.
ANGLES, CHANNELS AND FLATS - Continued
The maximum permissible variation in dimension d is shown below:
Dimension d
(mm)
Squareness
Maximum Permissible Variations in
Dimension d (mm)
Actual Thickness t (mm)
40 < d £ 100
100 < d £ 200
200 < d £ 400
1.5 < t £ 3
±0.75
3<t£6
±1.00
6<t£8
±1.25
±1.00
±1.50
±1.25
±1.75
±1.50
±2.00
The maximum permissible variation in dimension w is shown below:
Dimension w
(mm)
40 < w £ 100
Maximum Permissible Variations
in Dimension w (mm)
±0.75
±1.00
±1.50
100 < w £ 200
200 < w £ 400
Shorter Leg Length
(mm)
a £ 100
Maximum Permissible Angular
Tolerance (degree)
±2.0
±1.5
±1.0
50 < a £ 80
80 < a
Flatness of Sides
Thickness
+10% to -5% of actual thickness. The relationship of the nominal
thickness to the actual thickness is shown below:
PRODUCT INFORMATION
Nominal Thickness (mm)
Actual Thickness t (mm)
2.5
2.4
4.0
3.8
less than 1% of the width of the side
5.0
4.7
Corner Radii (Tolerance)
6.0
6.0
8.0
8.0
The inside radius tolerance is shown below:
Inside Corner Radius
(mm)
Mass
< 2.5
Maximum Permissible Corner
Radius Tolerance
±0.5 mm
not less than 0.95 times nominal mass.
≥ 2.5
±20% of inside corner radius
Straightness
Corner Radii
Specified length
500
Nominal Thickness (mm)
Inside Corner Radius (mm)
2.5
2.5
4.0
4.0
5.0
4.0
6.0
8.0
8.0
8.0
The maximum out of straightness applies to camber and sweep for
angles and channels.
Mill Length
-0, +25 mm
Twist
X = 1 degree per metre of length.
6
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
BENDING
®
DuraGal
DuraGal is readily weldable. Its thin evenly applied galvanized coating
ensures minimal welding fumes. However, the ventilation
recommendations given in Table 17.2 of Technical Note 7 published
by WTIA (Welding Technology Institute of Australia), July 1994 should
be observed. Mechanical dilution ventilation is advised for open work
space and mechanical ventilation by local exhaust system for limited
work space and confined space.
DuraGal’s carbon equivalent of less than 0.39 allows it to be welded
in accordance with AS/NZS 1554.1 Welding of Steel Structures, without
preheat. The following are recommended consumables:
Process
Recommended Consumables
Manual Metal-Arc (AS 1553.1)
E48XX (Grade 2)
Submerged Arc (AS 1858.1)
W502Y
Flux-Cored Arc (AS 2203.1)
W502X.X
Gas Metal-Arc (AS 2717.1)
W502
Here are some guidelines on bending of CHS, SHS, RHS and profiles
(angles, channels and flats). Best results are dependent upon the
type of equipment, the quality of the formers, the centreline radius,
the speed of bending and the thickness of member.
Draw Bending Using an Internal Mandrel - CHS, SHS
& RHS
If the appearance of the finish bend is all important, particularly if no
flattening or distortion of the product is desired, cold draw bending
using an inner mandrel is recommended for CHS, SHS and RHS. This
method can achieve bend centreline radii as low as 2 times the outside
diameter (do) for CHS and 4 times the section dimension (d or b), in
the plane of bending, for SHS and RHS.
Press Bending or Draw Bending Without a Mandrel CHS
Refer to the “DuraGal® Easy Welding Guide” for advice on welder
setting and suitable consumables.
If a little distortion can be tolerated the cost of bending CHS can be
reduced by draw bending without the mandrel or press bending. Both
these methods can achieve bend centreline radii of 4do to 5do for the
lightest wall thickness pipe. Heavier wall CHS can be bent to tighter
radii with minimum distortion.
Tubeline®
Roll Curving
As detailed in “Chemistry”, Tubeline® & UltraPipe® CHS and Tubeline
SHS/RHS are readily weldable in accordance with AS/NZS 1554.1
Welding of Steel Structures.
Roll Curving - CHS
The following are recommended consumables for welding Tubeline &
UltraPipe CHS and Tubeline SHS/RHS:
Process
Recommended Consumables
Manual Metal-Arc (AS 1553.1)
E41XX, E48XX (Grade 2)
Submerged Arc (AS 1858.1)
W402Y, W502Y
Flux-Cored Arc (AS 2203.1)
W402X.X, W502X.X
Gas Metal-Arc (AS 2717.1)
W502
PAINTING
DuraGal® / Galtube® Plus
Information received from specialist benders, using appropriate profiled
rolls, has shown that bend radii from 100 mm on 26.9 OD to 1500 mm
on 219.1 OD are possible.
For more information contact the Roll Bending companies in your area.
Roll Curving - SHS & RHS
SHS and RHS can be economically bent by roll curving. Some
distortion of the section will result using this method. If a flat roll, 3 roll
bender is used, OneSteel Market Mills does not recommend bend
centreline radii less than 30 times the depth of section in the plane of
bending. If the 3 working rolls are profiled to suit the section being
bent, bend centreline radii as low as 10 times the depth of section in
the plane of bending can be achieved with reduction in section stiffness
(Ix) of less than 10%.
Roll Curving - DuraGal Angles, Channels and Flats
The most cost effective way to use DuraGal and Galtube Plus
products is unpainted, touching up any welds and black attachments.
When painted or powder coated, the result provides enhanced surface
protection. Authoritative research has shown that by teaming the inline hot dip galvanized coating with paint a synergistic effect occurs,
ie. the corrosion life of duplex coating system can be 1.6 to 2.3 times
greater than the sum of the corrosion lives of the zinc and the paint
used separately.
For weld touch-up, If DuraGal / Galtube Plus is to be used without
topcoating, weld protection through the use of a zinc rich primer or
epoxy mastic applied to a suitably prepared surface willl be sufficient
for most applications. GALMET® “DuraGal Silver Paint” or any other
equivalent colour matching paint may be used as a top coat for
colour matching.
If the DuraGal / Galtube Plus system is to be topcoated for exposure
to more severe environmnetsthe weld areas should be adequately
protected according to the coating manufacturers recommendations
prior to topcoating.
Some environments cause especially rapid corrosion. They include
industrial areas, marine environments, polluted cities, some farming
activities, animal husbandry and other corrosive environments.
Refer to the “DuraGal Painting and Corrosion Protection Guide”
available from OneSteel Market Mills for detailed recommendations
on painting of DuraGal and Galtube products.
The following table sets out the known results of roll bending profiles:
Product
Size
Achieved Minimum Inside Bend Radii
for Various Bending Modes (mm)
On Edge Toe In
Toe Out
Weak
axis*2
500
350
750
3000
6000
6500
-
DuraGal®
Angle
50 x 50 x 5.0
100 x 100 x 7.0
150 x 150 x 8.0
DuraGal®
Channel
100 x 50 x 4.0
150 x 75 x 5.0
200 x 75 x 5.0
250 x 90 x 6.0
*1
*1
*1
*1
1250
6000
3500
4500
1200
2100
2100
4300
-
DuraGal®
Flat
Thickness, t £ 6
Thickness, t > 6
No Trial to
date
-
-
2.0 t
2.0 t
*1 Not suitable for bending in this mode using trial equipment used for the trial
(see next paragraph for more information)
*2 Bent in the longitudinal and transverse direction
Channels bent on edge collapsed during the rolling process. It was
thought that adding support rolls between channel flanges would stop
this crushing failure and would allow successful roll bending.
There was some minor scuffing/pick-up damage to the galvanized
coating during roll bending, particularly on the edge of angles. The
scuffing can be minimised if the rolls are smooth and hard.
Other Products
The galvanized coating should not flake off the steel substrate but
some peeling due to mechanical pressure or rubbing can occur.
Refer to your preferred paint supplier or painting contractor.
Crush Bending - SHS & RHS
Tight radius SHS and RHS bends can be formed by crush bending,
often using the press bending technique. This method of bending
dramatically reduces the sectional properties of the hollow section
and is therefore only suitable for applications which are non loadbearing, or lightly loaded, unless the deformed section is stiffened.
GALMET® is the registered trademark of ITW Polymers Pty Ltd
July 2003
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
7
PRODUCT INFORMATION
WELDING
BENDING - Continued
Ram Bending - CHS
Testing has shown that good bends can be made in CHS up to DN50
using a well maintained, simple ram bender. It is critical that a suitable
former be used. If the former being used fails to bend cold formed
ERW pipe, it is usually because the former does not give good support
to the pipe during bending and/or the bend centreline radius is too
small. There is a range of suitable formers available from most
Merchants, as set out below.
If the bend is still collapsing when the support rollers are at the
suggested centres then check the condition of your former. If the
former is damaged and/or badly worn bend failures may occur.
When bending CHS at these support pin centres it will generally be
necessary to use a pivoting support block which is grooved to the
OD of the tube being bent.
Recommended Weld Position
An alternative range of formers is available from Dawn Tool & Vice.
Because these formers are made from ductile iron, the surface finish
of the completed bend is not as good as that achieved with the preferred
formers.
OneSteel has not tested Ram Bender Formers for CHS sizes larger
than DN50 (60.3mm outside diameter) but this does not mean that
the larger pipes can not be bent by this method. The difficulty of bending
pipe increases as the outside diameter to thickness ratio (do /t)
increases. OneSteel has successfully bent pipes with a do/t up to
27.4 (i.e. 60.3/2.2 = 27.4)
Ram Bending Recommended Formers - Machined from Plate
Profile
Bend Centreline Radius (mm)
PRODUCT INFORMATION
DN15
DN20
DN25
DN32
DN40
DN50
(21.3OD) (26.9OD) (33.7OD) (42.4OD) (48.3OD) (60.3OD)
Cathedral
80
90
120
190
225
270
Circular
-
120
150
-
-
-
Ram Bending Alternative Formers (by Dawn Tool & Vice*) - Cast
Profile
Bend Centreline Radius (mm)
DN15
DN20
DN25
DN32
DN40
DN50
(21.3OD) (26.9OD) (33.7OD) (42.4OD) (48.3OD) (60.3OD)
Cathedral
80
-
-
-
-
300
Elliptical
-
100
140
190
225
-
* Contact number for Dawn Tool & Vice: (03) 9462 1934
The Right Former
The most critical element is the former. It must give the pipe adequate
support. Good results can be achieved from the simplest of benders if
suitable formers are used. Three types of formers exist, each giving
the bent section a different profile.
Circular: Pipe generally falls to the bottom
of the former. Absence of side support
could result in pipe collapsing on bending.
(Not recommended for Light or Extra-Light
pipe)
For best results, the weld should be
touching the former in the shaded area,
with the ideal weld location in the 3 or 9
O’Clock position.
Problems encountered with ram bending.
Flattening / Collapsing / Wrinkling
Possible causes
The former is worn or the former does not adequately support the
pipe.
Alternatives
Try a former with an ellipitcal or cathedral profile to increase the side
support, (recommended for Light and Extra-Light pipes).
Go to a larger bending radius.
Move the supports closer to the centre.
Try a different bending technique.
Try a heavier gauge pipe.
Effect of Bending Former profile
Using the Elliptical and Cathedral formers tabled in this section, a
series of ram bending trials were performed on OneSteels’
Tubeline® & DuraGal® Extra-Light (350 MPa) CHS, sizes DN
20,25,32,40 & 50.
With conventional (circular profile) formers this range of pipe would
typically be expected to require the use of an internal mandrel.
The OneSteel results plotted on the chart below demonstrate how
the increased side support to the pipe by the Elliptical and
Cathedral profile, enabled the OneSteel pipes to be bent
successfully without an internal mandrel.
Notes:
1. Centre line radius can vary between former manufacturers.
2. Results apply only to OneSteel products, and only for the
sizes and grades listed above.
3. Roll type bender recommended for DuraGal DN50 Extra-Light
Elliptical: Pipe sits close to, but not on, the
bottom of the former. Good side support,
sides of the former are above the centreline
of the pipe.
Cathedral: Pipe sits on the entry to the
former and will move to the bottom when
bending starts. This action gives a small
amount of squeeze that supports the
lighter gauge pipe.
Ram Bending Hints
- Some wrinkling of the inside of the bend can be expected on CHS
(DN32 and DN50 are most prone to wrinkling).
- If the bend collapses (i.e. the centre of the bend lifts out of the former)
during bending, move the support rollers in. For the support roller
centres used during development and testing of the formers refer to
the following table.
Size (DN)
Rollers Centres (mm)
8
20
310
25
380
32
450
40
520
50
590
Chart: The Piping Handbook, King, C Reno, McGraw-Hill Australia, 5th Edition (1967) pp
7-126, Fig 50 (Mandrel and shoe requirements for cold-bending of pipe)
OneSteel makes no representation or endorsement of the information contained in this
chart, being reproduced here for information only.
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
DEFINITIONS
Black
Mill (Cut) Ends
A smooth, even coat of clear polymer is applied to the external
surface. This coating is meant to act as temporary rust preventative.
DuraGal® , Galtube® Plus and Tubeline® products have friction sawn
or shear cut ends. There may be some rag. The cutting tooling is
changed regularly to minimise the rag.
A smooth, even coat of blue general purpose paint is applied to act as
a temporary rust prevention. See “Surface Finish” for RHS/SHS in this
Product Information section for more details.
CHS
Circular hollow section. Also called pipe or tube. These names
originated from the designations “pressure pipe” and “mechanical tube”.
Clear Coated
See “Black”
DFT
Dry Film Thickness of paint and polymer.
DN
See Nominal Size
DualGrade® (DuraGal DualGrade)
DuraGal DualGrade is available in the standard thicknesses of DuraGal
RHS & SHS. This range of DuraGal RHS & SHS complies with the
requirements of AS1163 grades C350L0 and C450L0. (Refer to the
tables and notes on pages 22, 23, 31 & 32).
DuraGal®
A high strength hollow section or angle, channel or flat that is in-line
hot dip galvanized with a minimum average zinc coating mass of 100
g/m2 per coated side. Only the outside of the hollow sections is
galvanized. See “Surface Finish” in this Product Information section
for more details.
DuraGal® Internally Painted
A DuraGal hollow section that has been internally painted over a
prepared metal surface. See “Surface Finish” in Product Information
at the front of this section for more details.
End Colour Coding
To assist in easy recognition of the thickness of SHS, RHS, angles,
channels & flats and the Quality of CHS, a colour is applied to the cut
ends of all Australian made sections, except Galtube Plus, UltraPipe
and sections ordered with NOP (No Oil or Paint) surface finish.
Ultrapipe® is generally supplied with Bevelled ends.
Nominal Size (DN)
A pressure pipe term, but commonly used by distributors to describe
all circular hollow sections in sizes up to 165.1 OD. Historically it was
used to describe pressure pipes with similar flow rates at a given
pressure or head.
Standards Australia has adopted DN (from French diametre nominel)
as the nominal size designator for pressure pipe. NB, nominal bore
(nominal inside diameter) was the term used in Australia up till the
late 1980’s.
No Oil or Paint (NOP)
Both the external and internal surface of the hollow section is supplied
in the “As Rolled” condition without protective coatings. Some dirt,
usually loose mill scale, and mill lubricant contamination is unavoidable.
The ends are not colour coded.
Oiled
This is not a mill option for the OneSteel products within this publication.
Profiles
DuraGal profiles are in-line hot dip galvanized angles, channels and
flats. See “Surface Finish” in the Product Information at the front of
this section for more details.
Quality
An indication of the wall thickness of CHS. Historically used to describe
pressure pipe where each “Quality” designated pipes with similar
pressure capacity. Changes in steel making and pipe manufacturing
methods have overtaken this link.
Five Qualities are commonly manufactured in Australia; Extra-Light,
Light, Medium, Heavy and Extra-Heavy.
Not all Qualities are available in all sizes.
Generally the thickness of the pipe increases, as size increases, for a
particular Quality.
Red Painted
The end colour codes are set out in AS/NZS 4496: 1997
Recommended practice for the colour coding of steel products.
A smooth, even coat of red general purpose paint is applied to act as
a temporary rust prevention. See “Surface Finish” for CHS in the
Product Information at the front of this section for more details.
Galtube® Plus
RHS
A ductile hollow section that is in-line hot dip galvanized with a minimum
average zinc coating mass of 125 g/m2 per coated side. This product
is generally internally painted with an Zinc Phospahte paint over a
prepared metal surface. This product has the same strength as AS
1163 C350L0 hollow section but with the ductility to allow the product
to be further processed without splitting or tearing, ie. crush bending
or flat trapping. See “Surface Finish” in this Product Information section
for more details.
Rectangular Hollow Section. Often used to describe both RHS and
SHS.
HDG
See “Hot Dip Galvanized”.
Hot Dip Galvanized
SHS
Square Hollow Section.
Tubeline®
The OneSteel range of HDG, Black and Painted CHS & RHS hollow
sections. Most Tubeline hollow sections comply with AS 1163 Grades
C250L0, C350L0 or C450L0. Refer to the sectional property tables for
details of sizes and shapes that can be manufactured within the
different grade designations of AS1163.
UltraPipe®
A process in which mechanically and/or chemically cleaned steel is
submerged in molten zinc. This results in a zinc coating which forms
a strong metallurgical bond with steel (without further processing) unlike
electroplating, zinc spraying, painting with zinc rich coatings,
mechanical plating or metallising. See “Surface Finish” in this Product
Information section for more details.
For Structural applications, UltraPipe is tested to and complies with
the requirements of AS 1163 Grade C350L0 and is included within
the relevant tables for Large Structural CHS (168.3 to 457.0mm)
hollow sections AS1163 Grade C350L0.
Varnish
This is usually only found on imported products.
July 2003
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
9
PRODUCT INFORMATION
Blue Painted
CHS
10
TABLE 1.1(a)
DIMENSIONS AND PROPERTIES
TUBELINE CIRCULAR HOLLOW SECTIONS
GRADE C250L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
do
mm
Mass
per m
External
Surface Area
t
per m
per t
mm
2
2
kg/m
m /m
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
do
t
m /t
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About any axis
I
6
Z
4
10 mm
3
S
3
3
10 mm
10 mm
138
128
r
3
J
6
C
4
3
Form
Factor
kf
About any axis
λs
3
10 mm
Compactness(3)
(C,N,S)
Ze
10 3 mm3
mm
10 mm
56.5
56.6
17.3
16.1
209
195
1.00
1.00
30.6
33.0
C
C
147
138
1.00
1.00
25.9
27.9
C
C
97.4
90.8
165.1 x 5.4 CHS
5.0 CHS
21.3
19.7
0.519
0.519
24.4
26.3
30.6
33.0
2710
2510
8.65
8.07
105
97.7
139.7 x 5.4 CHS
5.0 CHS
17.9
16.6
0.439
0.439
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
114.3 x 5.4 CHS
4.5 CHS
14.5
12.2
0.359
0.359
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
101.6 x 5.0 CHS
4.0 CHS
11.9
9.63
0.319
0.319
26.8
33.2
20.3
25.4
1520
1230
1.77
1.46
34.9
28.8
46.7
38.1
34.2
34.5
3.55
2.93
69.9
57.6
1.00
1.00
20.3
25.4
C
C
46.7
38.1
88.9 x 5.9 CHS
5.0 CHS
4.0 CHS
12.1
10.3
8.38
0.279
0.279
0.279
23.1
27.0
33.3
15.1
17.8
22.2
1540
1320
1070
1.33
1.16
0.963
30.0
26.2
21.7
40.7
35.2
28.9
29.4
29.7
30.0
2.66
2.33
1.93
59.9
52.4
43.3
1.00
1.00
1.00
15.1
17.8
22.2
C
C
C
40.7
35.2
28.9
76.1 x 5.9 CHS
4.5 CHS
3.6 CHS
10.2
7.95
6.44
0.239
0.239
0.239
23.4
30.1
37.1
12.9
16.9
21.1
1300
1010
820
0.807
0.651
0.540
21.2
17.1
14.2
29.1
23.1
18.9
24.9
25.4
25.7
1.61
1.30
1.08
42.4
34.2
28.4
1.00
1.00
1.00
12.9
16.9
21.1
C
C
C
29.1
23.1
18.9
NOTES:
138
128
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 250 MPa and design tensile strength fu = 320 MPa as per AS 4100 table 2.1 for AS 1163 grade C250L0.
2. Grade C250L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
July 2003
July 2003
TABLE 1.1(b)
DIMENSIONS AND PROPERTIES
TUBELINE CIRCULAR HOLLOW SECTIONS
GRADE C250L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
do
mm
Mass
per m
External
Surface Area
t
per m
per t
mm
2
2
kg/m
m /m
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
do
t
m /t
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About any axis
I
6
Z
4
3
S
10 mm
10 mm
3
3
10 mm
J
6
C
4
3
kf
About any axis
λs
3
10 mm
Compactness(3)
mm
10 mm
(C,N,S)
19.5
19.8
20.1
0.709
0.618
0.517
23.5
20.5
17.2
1.00
1.00
1.00
11.2
13.4
16.8
C
C
C
Ze
10 3 mm3
60.3 x 5.4 CHS
4.5 CHS
3.6 CHS
7.31
6.19
5.03
0.189
0.189
0.189
25.9
30.6
37.6
11.2
13.4
16.8
931
789
641
0.354
0.309
0.259
11.8
10.2
8.58
48.3 x 5.4 CHS
4.0 CHS
3.2 CHS
5.71
4.37
3.56
0.152
0.152
0.152
26.6
34.7
42.6
8.94
12.1
15.1
728
557
453
0.170
0.138
0.116
7.04
5.70
4.80
9.99
7.87
6.52
15.3
15.7
16.0
0.340
0.275
0.232
14.1
11.4
9.59
1.00
1.00
1.00
8.94
12.1
15.1
C
C
C
9.99
7.87
6.52
42.4 x 4.0 CHS
3.2 CHS
3.79
3.09
0.133
0.133
35.2
43.1
10.6
13.3
483
394
0.0899
0.0762
4.24
3.59
5.92
4.93
13.6
13.9
0.180
0.152
8.48
7.19
1.00
1.00
10.6
13.3
C
C
5.92
4.93
33.7 x 4.0
3.2
26.9 x 3.2
2.6
2.93
2.41
1.87
1.56
0.106
0.106
0.0845
0.0845
36.1
44.0
45.2
54.2
8.43
10.5
8.41
10.3
373
307
238
198
0.0419
0.0360
0.0170
0.0148
2.49
2.14
1.27
1.10
3.55
2.99
1.81
1.54
10.6
10.8
8.46
8.64
0.0838
0.0721
0.0341
0.0296
4.97
4.28
2.53
2.20
1.00
1.00
1.00
1.00
8.43
10.5
8.41
10.3
C
C
C
C
3.55
2.99
1.81
1.54
NOTES:
CHS
CHS
CHS
CHS
16.3
14.0
11.6
r
3
Form
Factor
16.3
14.0
11.6
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 250 MPa and design tensile strength fu = 320 MPa as per AS 4100 table 2.1 for AS 1163 grade C250L0.
2. Grade C250L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
11
CHS
12
TABLE 1.2(a)
DIMENSIONS AND PROPERTIES
TUBELINE/ULTRAPIPE CIRCULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
do
mm
Mass
per m
External
Surface Area
t
per m
per t
mm
2
2
do
t
kg/m
m /m
m /t
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
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
355.6 x 12.7
9.5
6.4
323.9 x 12.7
9.5
6.4
273.1 x 12.7
9.3
6.4
4.8
107
81.1
55.1
97.5
73.7
50.1
81.6
60.5
42.1
31.8
1.12
1.12
1.12
1.02
1.02
1.02
0.858
0.858
0.858
0.858
10.4
13.8
20.3
10.4
13.8
20.3
10.5
14.2
20.4
27.0
NOTES:
CHS
CHS
CHS
CHS
CHS
CHS
CHS
CHS
CHS
CHS
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About any axis
I
6
Z
4
3
S
3
3
r
3
mm
J
6
10 mm
C
4
3
Form
Factor
kf
About any axis
λs
Compactness(3)
3
10 mm
(C,N,S)
Ze
10 3 mm3
10 mm
10 mm
10 mm
17700
13400
9060
438
334
230
1920
1460
1010
2510
1900
1300
157
158
159
876
669
460
3830
2930
2010
1.00
1.00
0.904
50.4
67.3
100
N
N
N
2500
1790
1090
32.0
42.8
63.5
15700
11800
8040
305
233
161
1500
1150
792
1970
1500
1020
139
140
141
609
467
322
3000
2300
1580
1.00
1.00
0.960
44.8
59.9
88.9
C
N
N
1970
1450
895
28.0
37.4
55.6
25.5
34.1
50.6
21.5
29.4
42.7
56.9
13700
10300
7020
12400
9380
6380
10400
7710
5360
4050
201
155
107
151
116
80.5
88.3
67.1
47.7
36.4
1130
871
602
930
717
497
646
492
349
267
1490
1140
781
1230
939
645
862
647
455
346
121
122
123
110
111
112
92.2
93.3
94.3
94.9
403
310
214
301
232
161
177
134
95.4
72.8
2260
1740
1200
1860
1430
994
1290
983
699
533
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
39.2
52.4
77.8
35.7
47.7
70.9
30.1
41.1
59.7
79.7
C
N
N
C
C
N
C
C
N
N
1490
1130
710
1230
939
601
862
647
441
312
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
July 2003
CHS
CHS
July 2003
TABLE 1.2(b)
DIMENSIONS AND PROPERTIES
TUBELINE/ULTRAPIPE CIRCULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
do
Mass
per m
t
External
Surface Area
per m
per t
do
t
Gross
Section
Area
Ag
I
Z
S
10 3 mm3
365
290
220
185
168
128
91.4
kg/m
42.6
33.6
25.4
28.2
25.6
19.4
13.9
m 2 /m
0.688
0.688
0.688
0.529
0.529
0.529
0.519
m 2/t
16.1
20.5
27.1
18.7
20.7
27.3
37.2
26.7
34.2
45.6
23.7
26.3
35.1
47.2
mm2
5430
4280
3230
3600
3260
2470
1780
10 6mm4
30.3
24.2
18.6
11.7
10.7
8.25
5.80
10 3mm 3
276
221
169
139
127
98.0
70.3
139.7 x
3.5 CHS
3.0 CHS
11.8
10.1
0.439
0.439
37.3
43.4
39.9
46.6
1500
1290
3.47
3.01
49.7
43.1
114.3 x
3.6 CHS
3.2 CHS
9.83
8.77
0.359
0.359
36.5
41.0
31.8
35.7
1250
1120
1.92
1.72
101.6 x
3.2 CHS
2.6 CHS
7.77
6.35
0.319
0.319
41.1
50.3
31.8
39.1
989
809
1.20
0.991
168.3 x
165.1 x
NOTES:
Torsion
Torsion
Constant Modulus
About any axis
mm
8.2 CHS
6.4 CHS
4.8 CHS
7.1 CHS
6.4 CHS
4.8 CHS
3.5 CHS
mm
219.1 x
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
r
mm
74.6
75.2
75.8
57.0
57.3
57.8
57.1
Form
Factor
About any axis
kf
λs
10 3mm 3
552
442
339
278
254
196
141
1.00
1.00
1.00
1.00
1.00
1.00
1.00
37.4
47.9
63.9
33.2
36.8
49.1
66.0
99.5
86.2
1.00
1.00
55.9
65.2
N
N
63.7
53.3
J
C
10 6 mm4
60.5
48.4
37.1
23.4
21.4
16.5
11.6
6.95
6.02
Compactness(3) Z e
(C,N,S)
C
C
N
C
C
C
N
10 3 mm3
365
290
210
185
168
128
86.6
64.9
56.1
48.2
48.3
33.6
30.2
44.1
39.5
39.2
39.3
3.84
3.45
67.2
60.4
1.00
1.00
44.5
50.0
C
N
44.1
39.5
23.6
19.5
31.0
25.5
34.8
35.0
2.40
1.98
47.2
39.0
1.00
1.00
44.5
54.7
C
N
31.0
25.1
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification is AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
13
14
TABLE 1.2(c)
DIMENSIONS AND PROPERTIES
TUBELINE CIRCULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
PROPERTIES
DIMENSION AND RATIOS
Designation
per m
per t
Gross
Section
Area
Ag
kg/m
m 2 /m
m 2/t
mm2
10 6mm 4
88.9 x 3.2 CHS
2.6 CHS
6.76
5.53
0.279
0.279
41.3
50.5
27.8
34.2
862
705
0.792
0.657
17.8
14.8
23.5
19.4
30.3
30.5
1.58
1.31
35.6
29.6
1.00
1.00
38.9
47.9
C
C
23.5
19.4
76.1 x 3.2 CHS
2.3 CHS
5.75
4.19
0.239
0.239
41.6
57.1
23.8
33.1
733
533
0.488
0.363
12.8
9.55
17.0
12.5
25.8
26.1
0.976
0.727
25.6
19.1
1.00
1.00
33.3
46.3
C
C
17.0
12.5
60.3 x 2.9 CHS
2.3 CHS
4.11
3.29
0.189
0.189
46.1
57.6
20.8
26.2
523
419
0.216
0.177
7.16
5.85
9.56
7.74
20.3
20.5
0.432
0.353
14.3
11.7
1.00
1.00
29.1
36.7
C
C
9.56
7.74
48.3 x 2.9 CHS
2.3 CHS
3.25
2.61
0.152
0.152
46.7
58.2
16.7
21.0
414
332
0.107
0.0881
4.43
3.65
5.99
4.87
16.1
16.3
0.214
0.176
8.86
7.30
1.00
1.00
23.3
29.4
C
C
5.99
4.87
42.4 x 2.6 CHS
2.0 CHS
2.55
1.99
0.133
0.133
52.2
66.8
16.3
21.2
325
254
0.0646
0.0519
3.05
2.45
4.12
3.27
14.1
14.3
0.129
0.104
6.10
4.90
1.00
1.00
22.8
29.7
C
C
4.12
3.27
33.7 x 2.6 CHS
2.0 CHS
1.99
1.56
0.106
0.106
53.1
67.7
13.0
16.9
254
199
0.0309
0.0251
1.84
1.49
2.52
2.01
11.0
11.2
0.0619
0.0502
3.67
2.98
1.00
1.00
18.1
23.6
C
C
2.52
2.01
26.9 x 2.3 CHS
2.0 CHS
1.40
1.23
0.0845
0.0845
60.6
68.8
11.7
13.5
178
156
0.0136
0.0122
1.01
0.907
1.40
1.24
0.0271
0.0244
2.02
1.81
1.00
1.00
16.4
18.8
C
C
1.40
1.24
do
t
mm
mm
NOTES:
Mass
per m
External
Surface Area
do
t
Torsion
Torsion
Constant Modulus
About any axis
I
Z
S
r
J
C
103mm3
10 3 mm3
mm
106 mm4
10 3mm 3
8.74
8.83
Form
Factor
kf
About any axis
λs
Compactness(3) Z e
(C,N,S)
10 3 mm3
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
July 2003
CHS
CHS
July 2003
TABLE 1.3
DIMENSIONS AND PROPERTIES
TUBELINE CIRCULAR HOLLOW SECTIONS
GRADE C350L0
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
(TUBELINE 350L0 - TYPE 2(1) AND TYPE 3(2))
DIMENSION AND RATIOS
Designation
do
Mass
per m
External
Surface Area
t
per m
per t
mm
kg/m
2
2
21.3 x 3.2 CHS(1)
2.6 CHS(1)
2.0 CHS(2)
1.43
1.20
0.952
mm
NOTES:
m /m
0.0669
0.0669
0.0669
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
do
t
m /t
46.8
55.8
70.3
Gross
Section
Area
Ag
mm
6.66
8.19
10.7
182
153
121
2
Torsion
Torsion
Constant Modulus
About any axis
I
6
Z
4
10 mm
0.00768
0.00681
0.00571
3
S
3
10 mm
0.722
0.639
0.536
3
10 mm
r
3
1.06
0.915
0.748
mm
6.50
6.68
6.86
J
6
10 mm
C
4
0.0154
0.0136
0.0114
3
Form
Factor
kf
About any axis
λs
3
10 mm
1.44
1.28
1.07
Compactness(5)
(C,N,S)
1.00
1.00
1.00
9.32
11.5
14.9
C
C
C
Ze
10 3 mm3
1.06
0.915
0.748
1. In this table, the properties of these products are calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 380.
2. In this table, the properties of these products are calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 as per AS 4100 table
2.1 for AS 1163 grade C350L0.
3. Type 2 and 3 products are not made strictly in accordance with AS 1163. Care should be used when designing structures using these products.
4. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
5. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
15
16
TABLE 1.4
DIMENSIONS AND PROPERTIES
DURAGAL CIRCULAR HOLLOW SECTIONS
GRADE C350 (DURAGAL C350)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
Designation
do
t
mm
mm
76.1 x
60.3 x
48.3 x
42.4 x
kg/m
External
Surface Area
per m
per t
Gross
Section
Area
Ag
m 2 /m
m2 /t
mm2
10 6mm 4
do
t
Torsion
Torsion
Constant Modulus
About any axis
I
Z
S
r
J
C
10 3mm3
103 mm3
mm
10 6 mm4
10 3 mm3
Form
Factor
kf
About any axis
λs
Compactness(3) Z e
(C,N,S)
10 3 mm3
CHS
CHS
CHS
CHS
4.19
3.29
2.61
1.99
0.239
0.189
0.152
0.133
57.1
57.6
58.2
66.8
33.1
26.2
21.0
21.2
533
419
332
254
0.363
0.177
0.0881
0.0519
9.55
5.85
3.65
2.45
12.5
7.74
4.87
3.27
26.1
20.5
16.3
14.3
0.727
0.353
0.176
0.104
19.1
11.7
7.30
4.90
1.00
1.00
1.00
1.00
46.3
36.7
29.4
29.7
C
C
C
C
12.5
7.74
4.87
3.27
33.7 x 2.0 CHS
26.9 x 2.0 CHS
1.56
1.23
0.106
0.0845
67.7
68.8
16.9
13.5
199
156
0.0251
0.0122
1.49
0.907
2.01
1.24
11.2
8.83
0.0502
0.0244
2.98
1.81
1.00
1.00
23.6
18.8
C
C
2.01
1.24
NOTES:
2.3
2.3
2.3
2.0
Mass
per m
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
DIMENSION AND RATIOS
1.
2.
3.
4.
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa.
DuraGal C350 is manufactured generally in accordance with the requirements of the chemical and dimensional requirements of AS 1163 Grade C350
DuraGal C350 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
July 2003
CHS
CHS
July 2003
TABLE 1.5
DIMENSIONS AND PROPERTIES
GALTUBE PLUS CIRCULAR HOLLOW SECTIONS
GRADE C350L0 (TUBELINE 350L0 - TYPE 1)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
do
t
mm
mm
Nominal
Mass
per m
kg/m
EFFECTIVE SECTION
PROPERTIES
FULL SECTION PROPERTIES
External
Surface Area
per m
per t
Full
Section
Area
Af
m 2 /m
m2 /t
mm2
do
t
Torsion
Constant
I
Z
S
r
J
C
Effective
Section
Area
Ae
10 6 mm4
10 3 mm3
10 3 mm3
mm
10 6mm 4
10 3 mm3
mm 2
10.3
13.5
About any axis
Torsion
Modulus
About any axis
Ie
Ze
10 6 mm4
10 3 mm3
76.1 x 2.6 CHS
4.71
0.239
50.7
30.4
578
0.392
26.0
0.784
20.6
578
0.392
60.3 x 2.3 CHS
3.29
0.189
57.6
27.4
402
0.170
5.63
7.43
20.6
0.339
11.3
402
0.170
7.03
48.3 x 2.3 CHS
2.61
0.152
58.2
22.0
319
0.0848
3.51
4.68
16.3
0.170
7.03
319
0.0848
4.39
42.4 x 2.0 CHS
1.99
0.133
66.8
22.3
242
0.0497
2.34
3.12
14.3
0.0993
4.69
242
0.0497
2.93
33.7 x 2.0 CHS
1.56
0.106
67.7
17.7
190
0.0241
1.43
1.92
11.3
0.0482
2.86
190
0.0241
1.79
26.9 x 2.0 CHS
1.23
0.0845
68.8
14.2
149
0.0117
0.872
1.19
0.0235
1.74
149
0.0117
1.09
NOTES:
8.86
12.9
1. In this table, the properties of these products are calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380.
2. Effective section properties are calculated in accordance with AS/NZS 4600.
3. All columns of the table (except for “Nominal Mass per m” and “External Surface Area per t”) are calculated using design thicknesses of 1.9mm, 2.2mm and 2.5mm rather than the
respective thicknesses t of 2.0mm, 2.3mm and 2.6mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600
17
18
TABLE 2.1(a)
DIMENSIONS AND PROPERTIES
TUBELINE RECTANGULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
kg/m
m2/m
m2/t
mm 2
250 x150x9.0 RHS 51.8
6.0 RHS 35.6
5.0 RHS 29.9
0.761
0.774
0.779
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
200 x100x9.0 RHS
6.0 RHS
5.0 RHS
4.0 RHS
150x100x9.0 RHS
37.7
26.2
22.1
17.9
30.6
0.561
0.574
0.579
0.583
0.461
14.9
22.0
26.2
32.5
15.1
9.11
14.7
18.0
23.0
9.11
20.2
31.3
38.0
48.0
14.7
4800
3330
2810
2280
3900
22.8
16.7
14.4
11.9
10.9
228
167
144
119
145
293
210
179
147
185
68.9
70.8
71.5
72.1
52.9
6.0 RHS
5.0 RHS
4.0 RHS
150 x 50 x6.0 RHS
5.0 RHS
4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
21.4
18.2
14.8
16.7
14.2
11.6
8.96
7.53
6.07
0.474
0.479
0.483
0.374
0.379
0.383
0.390
0.391
0.393
22.1
26.3
32.7
22.4
26.6
32.9
43.5
52.0
64.7
14.7
18.0
23.0
6.33
8.00
10.5
14.7
18.0
23.0
23.0
28.0
35.5
23.0
28.0
35.5
48.0
58.0
73.0
2730
2310
1880
2130
1810
1480
1140
959
774
134
115
94.6
91.2
78.9
65.4
51.4
43.5
35.3
54.7
55.3
55.9
48.7
49.5
50.2
51.2
51.5
51.8
d
b
t
mm mm mm
NOTES:
1.
2.
3.
4.
Mass
External
per m Surface Area
PROPERTIES
b -2 t
t
About x-axis
Zx
Sx
PROPERTIES FOR DESIGN TO AS 4100
rx
Iy
Zy
Sy
24.3
17.5
15.0
Compactness(3) Zex
λey
Compactness(3) Zey
C
mm
106mm 4
103mm 3
375
264
224
60.7
62.2
62.6
56.0
39.0
33.0
554
395
337
1.00
0.907
0.814
17.4
27.2
33.1
C
C
N
533
374
300
30.5
46.9
56.8
N
S
S
373
208
156
180
130
111
91.0
140
39.9
41.3
41.8
42.3
38.5
19.9
14.2
12.1
9.89
13.2
272
200
172
142
197
1.00
1.00
0.925
0.801
1.00
10.8
17.4
21.3
27.2
10.8
C
C
C
C
C
293
210
179
147
185
23.9
37.1
45.0
56.8
17.4
C
N
S
S
C
180
119
90.1
63.1
140
87.3 102
75.7
87.3
63.0
71.8
34.4
40.9
30.6
35.7
26.1
29.8
21.1
23.5
18.1
19.9
14.9
16.3
40.0
40.4
40.9
20.1
20.5
21.0
21.5
21.7
21.9
9.51
8.12
6.64
2.63
2.30
1.93
1.50
1.28
1.04
147
127
105
64.3
56.8
48.2
38.3
32.8
26.9
1.00
1.00
0.971
1.00
1.00
0.963
0.776
0.685
0.595
17.4
21.3
27.2
7.49
9.47
12.4
17.4
21.3
27.2
C
C
C
C
C
C
C
C
C
134
115
94.6
91.2
78.9
65.4
51.4
43.5
34.3
27.2
33.1
42.0
27.2
33.1
42.0
56.8
68.6
86.4
C
N
S
C
N
S
S
S
S
102
83.6
60.9
40.9
34.1
25.1
16.0
11.9
8.32
7.64 153
5.69 114
4.92 98.3
4.07 81.5
5.77 115
4.36
3.79
3.15
0.860
0.765
0.653
0.526
0.452
0.372
λex
About y-axis
J
324
233
199
kf
About x-axis
ry
106mm 4 103mm 3 103mm 3 mm 106mm 4 103mm 3 103mm 3
8.17 109
7.07 94.3
5.87 78.2
5.06 67.5
4.44 59.2
3.74 49.8
2.99 39.8
2.54 33.9
2.08 27.7
Torsion Torsion Form
Constant Modulus Factor
About y-axis
(C,N,S) 103mm 3
(C,N,S) 103mm 3
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
July 2003
RHS
RHS
July 2003
TABLE 2.1(b)
DIMENSIONS AND PROPERTIES
TUBELINE RECTANGULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
External
per m Surface Area
t
mm mm mm
kg/m
PROPERTIES
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
m2/m
m2/t
mm 2
b -2 t
t
About x-axis
Zx
Sx
PROPERTIES FOR DESIGN TO AS 4100
Torsion Torsion Form
Constant Modulus Factor
About y-axis
rx
Iy
Zy
Sy
106mm 4 103mm 3 103mm 3 mm 10 6mm4 103mm 3 103mm 3
ry
J
C
mm
106mm 4
103mm 3
kf
About x-axis
λex
About y-axis
Compactness(3) Zex
λey
(C,N,S) 103mm 3
Compactness(3) Zey
(C,N,S) 103mm 3
125 x 75 x6.0 RHS 16.7
5.0 RHS 14.2
4.0 RHS 11.6
3.0 RHS 8.96
2.5 RHS 7.53
2.0 RHS 6.07
0.374
0.379
0.383
0.390
0.391
0.393
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
0.942
0.771
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
0.908
0.815
0.706
12.4
15.4
19.8
27.2
33.1
42.0
C
C
C
C
N
S
84.2
72.7
60.3
47.3
37.8
26.3
22.3
27.2
34.6
46.9
56.8
71.6
C
C
N
S
S
S
59.1
51.1
39.9
26.3
19.8
14.0
100 x 50 x6.0 RHS 12.0
5.0 RHS 10.3
4.0 RHS 8.49
3.5 RHS 7.53
3.0 RHS 6.60
2.5 RHS 5.56
2.0 RHS 4.50
1.6 RHS 3.64
75 x 50 x 6.0 RHS 9.67
5.0 RHS 8.35
4.0 RHS 6.92
3.0 RHS 5.42
2.5 RHS 4.58
2.0 RHS 3.72
1.6 RHS 3.01
0.274
0.279
0.283
0.285
0.290
0.291
0.293
0.295
0.224
0.229
0.233
0.240
0.241
0.243
0.245
22.8
27.0
33.3
37.9
43.9
52.4
65.1
81.0
23.2
27.4
33.7
44.2
52.7
65.4
81.3
6.33 14.7
8.00 18.0
10.5
23.0
12.3
26.6
14.7
31.3
18.0
38.0
23.0
48.0
29.3
60.5
6.33 10.5
8.00 13.0
10.5
16.8
14.7
23.0
18.0
28.0
23.0
35.5
29.3
44.9
1530
1310
1080
959
841
709
574
463
1230
1060
881
691
584
474
383
1.71
1.53
1.31
1.18
1.06
0.912
0.750
0.613
0.800
0.726
0.630
0.522
0.450
0.372
0.305
34.2
30.6
26.1
23.6
21.3
18.2
15.0
12.3
21.3
19.4
16.8
13.9
12.0
9.91
8.14
45.3
39.8
33.4
29.9
26.7
22.7
18.5
15.0
28.1
24.9
21.1
17.1
14.6
12.0
9.75
33.4
34.1
34.8
35.1
35.6
35.9
36.2
36.4
25.5
26.1
26.7
27.5
27.7
28.0
28.2
0.567
0.511
0.441
0.400
0.361
0.311
0.257
0.211
0.421
0.384
0.335
0.278
0.240
0.199
0.164
22.7
20.4
17.6
16.0
14.4
12.4
10.3
8.43
16.9
15.4
13.4
11.1
9.60
7.96
6.56
27.7
24.4
20.6
18.5
16.4
14.0
11.5
9.33
21.1
18.8
16.0
12.9
11.0
9.06
7.40
19.2
19.7
20.2
20.4
20.7
20.9
21.2
21.3
18.5
19.0
19.5
20.0
20.3
20.5
20.7
1.53
1.35
1.13
1.01
0.886
0.754
0.616
0.501
1.01
0.891
0.754
0.593
0.505
0.414
0.337
40.9
36.5
31.2
28.2
25.0
21.5
17.7
14.5
29.3
26.4
22.7
18.4
15.9
13.1
10.8
1.00
1.00
1.00
1.00
1.00
0.926
0.802
0.705
1.00
1.00
1.00
1.00
1.00
0.971
0.852
7.49
9.47
12.4
14.5
17.4
21.3
27.2
34.6
7.49
9.47
12.4
17.4
21.3
27.2
34.6
C
C
C
C
C
C
C
N
C
C
C
C
C
C
N
45.3
39.8
33.4
29.9
26.7
22.7
18.5
13.8
28.1
24.9
21.1
17.1
14.6
12.0
9.01
17.4
21.3
27.2
31.4
37.1
45.0
56.8
71.6
12.4
15.4
19.8
27.2
33.1
42.0
53.1
C
C
C
N
N
S
S
S
C
C
C
C
N
S
S
27.7
24.4
20.6
18.1
15.0
11.4
7.98
5.61
21.1
18.8
16.0
12.9
10.6
7.70
5.42
NOTES:
1.
2.
3.
4.
19
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
20
TABLE 2.1(c)
DIMENSIONS AND PROPERTIES
TUBELINE RECTANGULAR HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
External
per m Surface Area
t
mm mm mm
kg/m
PROPERTIES
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
m2/m
m2/t
mm 2
b -2 t
t
About x-axis
Zx
3.60
2.93
2.38
0.191
0.193
0.195
53.1
65.8
81.7
8.00
10.5
13.6
28.0
35.5
44.9
459
374
303
0.285
0.238
0.197
65 x 35x 4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
5.35
4.25
3.60
2.93
0.183
0.190
0.191
0.193
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
0.328
0.281
0.244
0.204
50 x 25 x 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
3.07
2.62
2.15
1.75
0.140
0.141
0.143
0.145
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
0.112
0.0989
0.0838
0.0702
4.47
3.95
3.35
2.81
50 x 20 x 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
2.83
2.42
1.99
1.63
0.130
0.131
0.133
0.135
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
0.0951
0.0848
0.0723
0.0608
3.81
3.39
2.89
2.43
1.
2.
3.
4.
Torsion Torsion Form
Constant Modulus Factor
About y-axis
rx
Iy
Zy
Sy
106mm 4 103mm 3 103mm 3 mm 106mm 4 103mm 3 103mm 3
75 x 25 x 2.5 RHS
2.0 RHS
1.6 RHS
NOTES:
Sx
PROPERTIES FOR DESIGN TO AS 4100
7.60 10.1 24.9
6.36 8.31 25.3
5.26 6.81 25.5
ry
J
C
mm
106mm 4
103mm 3
kf
About x-axis
λex
Compactness(3) Zex
About y-axis
λey
Compactness(3) Zey
(C,N,S) 103mm 3
(C,N,S) 103mm 3
0.0487
0.0414
0.0347
3.89
3.31
2.78
4.53 10.3
3.77 10.5
3.11 10.7
0.144
0.120
0.0993
7.14
6.04
5.05
1.00
0.964
0.813
9.47
12.4
16.1
C
C
C
10.1
8.31
6.81
33.1
42.0
53.1
N
S
S
4.33
3.18
2.22
22.0
22.8
23.1
23.4
0.123
0.106
0.0926
0.0778
7.03
6.04
5.29
4.44
8.58
7.11
6.13
5.07
0.320
0.259
0.223
0.184
12.5
10.4
9.10
7.62
1.00
1.00
1.00
1.00
7.99
11.4
14.2
18.3
C
C
C
C
13.3
11.0
9.45
7.80
16.9
23.3
28.4
36.1
C
C
C
N
8.58
7.11
6.13
4.69
5.86
5.11
4.26
3.53
16.9
17.2
17.5
17.7
0.0367
0.0328
0.0281
0.0237
2.93
2.62
2.25
1.90
3.56 9.69
3.12 9.91
2.62 10.1
2.17 10.3
0.0964
0.0843
0.0706
0.0585
5.18
4.60
3.92
3.29
1.00
1.00
1.00
1.00
7.49
9.47
12.4
16.1
C
C
C
C
5.86
5.11
4.26
3.53
17.4
21.3
27.2
34.6
C
C
C
N
3.56
3.12
2.62
2.05
5.16
4.51
3.78
3.14
16.2
16.6
16.9
17.1
0.0212
0.0192
0.0167
0.0142
2.12
1.92
1.67
1.42
2.63
2.32
1.96
1.63
0.0620
0.0550
0.0466
0.0389
3.88
3.49
3.00
2.55
1.00
1.00
1.00
1.00
5.52
7.10
9.47
12.4
C
C
C
C
5.16
4.51
3.78
3.14
17.4
21.3
27.2
34.6
C
C
C
N
2.63
2.32
1.96
1.54
10.1 13.3
8.65 11.0
7.52 9.45
6.28 7.80
13.4
14.0
14.2
14.4
7.67
7.89
8.11
8.29
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
July 2003
RHS
RHS
July 2003
TABLE 2.2(a)
DIMENSIONS AND PROPERTIES
DURAGAL DUALGRADE RECTANGULAR HOLLOW SECTIONS
GRADE C450L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
PROPERTIES FOR DESIGN TO AS 4100
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
m2/m
m2/t
mm 2
150 x 50 x6.0 RHS 16.7
5.0 RHS 14.2
4.0 RHS 11.6
3.0 RHS 8.96
2.5 RHS 7.53
2.0 RHS 6.07
0.374
0.379
0.383
0.390
0.391
0.393
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
0.860
0.765
0.653
0.526
0.452
0.372
34.4
30.6
26.1
21.1
18.1
14.9
125 x 75 x6.0 RHS 16.7
5.0 RHS 14.2
4.0 RHS 11.6
3.0 RHS 8.96
2.5 RHS 7.53
2.0 RHS 6.07
0.374
0.379
0.383
0.390
0.391
0.393
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
0.942
0.771
50.0
43.9
37.0
29.5
25.1
20.6
100 x 50 x6.0 RHS 12.0
5.0 RHS 10.3
4.0 RHS 8.49
3.5 RHS 7.53
3.0 RHS 6.60
2.5 RHS 5.56
2.0 RHS 4.50
1.6 RHS 3.64
0.274
0.279
0.283
0.285
0.290
0.291
0.293
0.295
22.8
27.0
33.3
37.9
43.9
52.4
65.1
81.0
6.33 14.7
8.00 18.0
10.5
23.0
12.3
26.6
14.7
31.3
18.0
38.0
23.0
48.0
29.3
60.5
1530
1310
1080
959
841
709
574
463
1.71
1.53
1.31
1.18
1.06
0.912
0.750
0.613
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
0.567
0.511
0.441
0.400
0.361
0.311
0.257
0.211
22.7
27.7
20.4
24.4
17.6
20.6
16.0
18.5
14.4
16.4
12.4
14.0
10.3
11.5
8.43
9.33
d
b
t
mm mm mm
NOTES:
Mass
External
per m Surface Area
PROPERTIES
21
1.
2.
3.
4.
5.
kg/m
b -2 t
t
About x-axis
Zx
Sx
Torsion Torsion Form
Constant Modulus Factor
About y-axis
rx
Iy
Zy
Sy
λex
Compactness(3) Zex
About y-axis
λey
Compactness(3) Zey
ry
J
C
mm
106mm 4
103mm 3
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
0.877
0.713
0.633
0.553
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
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
0.845
0.763
0.624
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
19.2
19.7
20.2
20.4
20.7
20.9
21.2
21.3
1.53
1.35
1.13
1.01
0.886
0.754
0.616
0.501
40.9
36.5
31.2
28.2
25.0
21.5
17.7
14.5
1.00
1.00
1.00
1.00
0.967
0.856
0.746
0.661
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
106mm 4 103mm 3 103mm 3 mm 10 6mm4 103mm 3 103mm 3
kf
About x-axis
(C,N,S) 103mm 3
(C,N,S) 103mm 3
This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0.
Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections with t > 3.0mm.
DuraGal Dual Grade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum elongation
equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
22
TABLE 2.2(b)
DIMENSIONS AND PROPERTIES
DURAGAL DUALGRADE RECTANGULAR HOLLOW SECTIONS
GRADE C450L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
External
per m Surface Area
t
mm mm mm
kg/m
PROPERTIES
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
m2/m
m2/t
mm 2
b -2 t
t
9.67
8.35
6.92
5.42
4.58
3.72
3.01
0.224
0.229
0.233
0.240
0.241
0.243
0.245
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
0.800
0.726
0.630
0.522
0.450
0.372
0.305
75 x 25 x 2.5 RHS
2.0 RHS
1.6 RHS
3.60
2.93
2.38
0.191
0.193
0.195
53.1
65.8
81.7
8.00
10.5
13.6
28.0
35.5
44.9
459
374
303
0.285
0.238
0.197
65 x 35 x 3.0 RHS
2.5 RHS
2.0 RHS
4.25
3.60
2.93
0.190
0.191
0.193
44.7
53.1
65.8
9.67
12.0
15.5
19.7
24.0
30.5
541
459
374
50 x 25 x 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
3.07
2.62
2.15
1.75
0.140
0.141
0.143
0.145
45.5
54.0
66.6
82.5
6.33
8.00
10.5
13.6
14.7
18.0
23.0
29.3
50 x 20 x 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
2.83
2.42
1.99
1.63
0.130
0.131
0.133
0.135
45.8
54.2
66.8
82.7
4.67
6.00
8.00
10.5
14.7
18.0
23.0
29.3
July 2003
1.
2.
3.
4.
5.
Zx
Sx
21.3
19.4
16.8
13.9
12.0
9.91
8.14
Torsion Torsion Form
Constant Modulus Factor
About y-axis
rx
Iy
Zy
Sy
106mm 4 103mm 3 103mm 3 mm 106mm 4 103mm 3 103mm 3
75 x 50 x 6.0 RHS
5.0 RHS
4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
NOTES:
About x-axis
PROPERTIES FOR DESIGN TO AS 4100
28.1
25.5
24.9
26.1
21.1
26.7
17.1
27.5
14.6
27.7
12.0
28.0
9.75 28.2
ry
J
C
mm
106mm 4
103mm 3
0.421
0.384
0.335
0.278
0.240
0.199
0.164
16.9
15.4
13.4
11.1
9.60
7.96
6.56
21.1
18.5
18.8
19.0
16.0
19.5
12.9
20.0
11.0
20.3
9.06 20.5
7.40 20.7
1.01
0.891
0.754
0.593
0.505
0.414
0.337
7.60 10.1
24.9
6.36 8.31 25.3
5.26 6.81 25.5
0.0487
0.0414
0.0347
3.89
3.31
2.78
4.53 10.3
3.77 10.5
3.11 10.7
0.144
0.120
0.0993
0.281
0.244
0.204
8.65 11.0
22.8
7.52 9.45 23.1
6.28 7.80 23.4
0.106
0.0926
0.0778
6.04
5.29
4.44
7.11 14.0
6.13 14.2
5.07 14.4
391
334
274
223
0.112
0.0989
0.0838
0.0702
4.47
3.95
3.35
2.81
5.86
5.11
4.26
3.53
16.9
17.2
17.5
17.7
0.0367
0.0328
0.0281
0.0237
2.93
2.62
2.25
1.90
361
309
254
207
0.0951
0.0848
0.0723
0.0608
3.81
3.39
2.89
2.43
5.16
4.51
3.78
3.14
16.2
16.6
16.9
17.1
0.0212
0.0192
0.0167
0.0142
2.12
1.92
1.67
1.42
λex
Compactness(3) Zex
About y-axis
λey
Compactness(3) Zey
(C,N,S) 103mm 3
(C,N,S) 103mm 3
1.00
1.00
1.00
1.00
1.00
0.904
0.799
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
7.14
6.04
5.05
1.00
0.878
0.746
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
0.259
0.223
0.184
10.4
9.10
7.62
1.00
1.00
0.985
13.0
16.1
20.8
C
C
C
11.0
9.45
7.80
26.4
32.2
40.9
C
N
S
7.11
5.95
4.37
3.56
9.69
3.12
9.91
2.62 10.1
2.17 10.3
0.0964
0.0843
0.0706
0.0585
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
2.63
2.32
1.96
1.63
0.0620
0.0550
0.0466
0.0389
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
7.67
7.89
8.11
8.29
29.3
26.4
22.7
18.4
15.9
13.1
10.8
kf
About x-axis
This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0.
Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections with t > 3.0mm.
DuraGal Dual Grade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum
elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
RHS
July 2003
TABLE 2.3
DIMENSIONS AND PROPERTIES
GALTUBE PLUS RECTANGULAR HOLLOW SECTIONS
GRADE C350L0 (TUBELINE 350L0 - TYPE 1)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
t
mm mm mm
Nominal
External
Mass
Surface Area
per m
per m
per t
2
b-2r
t
d-2r
t
2
Full
Section
Area
Af
mm
2
About x-axis
Ix
6
kg/m
m /m
m /t
75 x 25 x 2.5 RHS
1.6 RHS
3.60
2.38
0.191
0.195
53.1
81.7
6.42
13.2
27.3
47.7
442
276
0.276
0.181
50 x 25 x 2.5 RHS
1.6 RHS
2.62
1.75
0.141
0.145
54.0
82.5
6.42
13.2
16.8
30.5
322
204
50 x 20 x 2.5 RHS
1.6 RHS
2.42
1.63
0.131
0.135
54.2
82.7
4.33
9.79
16.8
30.5
298
189
NOTES:
EFFECTIVE SECTION
PROPERTIES
FULL SECTION PROPERTIES
10 mm
Zx
4
3
About y-axis
Sx
3
10 mm
3
rx
3
Iy
6
10 mm
Zy
4
3
Sy
106mm 4
4.38
2.85
10.3
10.8
2.55
1.75
3.02
2.00
1.88
1.32
2.25
1.50
mm
10 mm
7.37
4.83
9.72
6.23
25.0
25.6
0.0473
0.0320
3.78
2.56
0.0960
0.0647
3.84
2.59
4.94
3.23
17.3
17.8
0.0319
0.0219
0.0824
0.0561
3.30
2.25
4.37
2.88
16.6
17.2
0.0188
0.0132
3
ry
mm
10 mm
3
10 mm
3
Torsion Torsion Effective
Constant Modulus Section
About x- and y- axis
Area
J
C
Ae
Iex
Zex
Iey
Zey
10 3mm3
mm2
106mm4 103mm3 106mm 4 103mm 3
0.139
0.0911
6.93
4.65
442
227
0.276
0.181
7.37
4.83
0.0473
0.0251
3.78
2.01
9.95
10.4
0.0817
0.0537
4.47
3.04
322
204
0.0960 3.84
0.0647 2.59
0.0319
0.0219
2.55
1.75
7.93
8.35
0.0534
0.0359
3.40
2.36
298
189
0.0824 3.30
0.0561 2.25
0.0188
0.0132
1.88
1.32
1. This table is calculated in accordance with AS/NZS 4600 using a design yield stress fy = 350MPa and design tensile strength fu = 380MPa.
2. Effective section properties are calculated in accordance with AS/NZS 4600.
3. All columns of the table (except for “Nominal Mass per m” and External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than the respective
thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600.
4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2 t for sections with thickness t £ 3.0mm and 2.5t for
sections with t > 3.0mm.
23
RHS
SHS
24
TABLE 3.1(a)
DIMENSIONS AND PROPERTIES
TUBELINE SQUARE HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
mm mm mm
External
Surface Area
per m
per t
2
2
b -2 t
t
kg/m
m /m
m /t
250x 250x9.0 SHS
6.0 SHS
65.9
45.0
0.961
0.974
14.6
21.7
25.8
39.7
200x 200x9.0 SHS
6.0 SHS
5.0 SHS
51.8
35.6
29.9
0.761
0.774
0.779
14.7
21.8
26.0
150x 150x9.0 SHS
6.0 SHS
5.0 SHS
125x 125x9.0 SHS
6.0 SHS
5.0 SHS
4.0 SHS
37.7
26.2
22.1
30.6
21.4
18.2
14.8
0.561
0.574
0.579
0.461
0.474
0.479
0.483
100x 100x9.0 SHS
6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
23.5
16.7
14.2
11.6
8.96
7.53
6.07
0.361
0.374
0.379
0.383
0.390
0.391
0.393
NOTES:
July 2003
1.
2.
3.
4.
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
Ix
6
Zx
4
3
10 mm
10 mm
8400
5730
79.8
56.2
20.2
31.3
38.0
6600
4530
3810
14.9
22.0
26.2
15.1
22.1
26.3
32.7
14.7
23.0
28.0
11.9
18.8
23.0
29.3
15.4
22.4
26.6
32.9
43.5
52.0
64.7
9.11
14.7
18.0
23.0
31.3
38.0
48.0
Zn
3
3
Sx
3
3
rx
3
J
6
C
4
3
Form
Factor
kf
About x- and y-axis
λe
3
Compactness(3)
Ze
(C,N,S) 10 3mm 3
10 mm
10 mm
mm
10 mm
10 mm
639
450
477
330
750
521
97.5
99.0
129
88.7
972
681
1.00
0.853
30.5
46.9
N
S
744
409
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
0.890
23.9
37.1
45.0
C
N
S
465
294
223
4800
3330
2810
3900
2730
2310
1880
15.4
11.3
9.70
8.38
6.29
5.44
4.52
205
150
129
134
101
87.1
72.3
159
113
96.1
106
76.5
65.4
53.6
248
178
151
165
120
103
84.5
56.6
58.2
58.7
46.4
48.0
48.5
49.0
26.1
18.4
15.6
14.5
10.4
8.87
7.25
316
229
197
208
154
133
110
1.00
1.00
1.00
1.00
1.00
1.00
1.00
17.4
27.2
33.1
14.1
22.3
27.2
34.6
C
C
N
C
C
C
N
248
178
144
165
120
103
78.9
3000
2130
1810
1480
1140
959
774
3.91
3.04
2.66
2.23
1.77
1.51
1.23
78.1
60.7
53.1
44.6
35.4
30.1
24.6
63.6
47.1
40.5
33.5
26.0
21.9
17.8
98.6
73.5
63.5
52.6
41.2
34.9
28.3
36.1
37.7
38.3
38.8
39.4
39.6
39.9
7.00
5.15
4.42
3.63
2.79
2.35
1.91
123
93.6
81.4
68.0
53.2
45.2
36.9
1.00
1.00
1.00
1.00
1.00
0.891
0.706
10.8
17.4
21.3
27.2
37.1
45.0
56.8
C
C
C
C
N
S
S
98.6
73.5
63.5
52.6
37.1
28.1
20.2
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
July 2003
TABLE 3.1(b)
DIMENSIONS AND PROPERTIES
TUBELINE SQUARE HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
mm mm mm
kg/m
External
Surface Area
per m
per t
2
2
m /m
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
b -2 t
t
m /t
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
Ix
6
Zx
4
10 mm
3
Zn
3
3
10 mm
10 mm
Sx
3
3
rx
3
J
6
C
4
3
Form
Factor
kf
About x- and y-axis
λe
Compactness(3)
10 mm
mm
10 mm
10 mm
3
Ze
(C,N,S) 10 3mm 3
89 x 89 x6.0 SHS
5.0 SHS
3.5 SHS
14.6
12.5
9.06
0.330
0.334
0.341
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 x6.0 SHS
5.0 SHS
4.0 SHS
3.5 SHS
3.0 SHS
2.5 SHS
2.0 SHS
12.0
10.3
8.49
7.53
6.60
5.56
4.50
0.274
0.279
0.283
0.285
0.290
0.291
0.293
22.8
27.0
33.3
37.9
43.9
52.4
65.1
10.5
13.0
16.8
19.4
23.0
28.0
35.5
1530
1310
1080
959
841
709
574
1.16
1.03
0.882
0.797
0.716
0.614
0.505
30.9
27.5
23.5
21.3
19.1
16.4
13.5
24.7
21.6
18.0
16.1
14.2
12.0
9.83
38.4
33.6
28.2
25.3
22.5
19.1
15.6
27.5
28.0
28.6
28.8
29.2
29.4
29.7
2.04
1.77
1.48
1.32
1.15
0.971
0.790
48.2
42.6
36.1
32.5
28.7
24.6
20.2
1.00
1.00
1.00
1.00
1.00
1.00
0.953
12.4
15.4
19.8
23.0
27.2
33.1
42.0
C
C
C
C
C
N
S
38.4
33.6
28.2
25.3
22.5
18.3
13.1
65 x 65 x6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
10.1
8.75
7.23
5.66
4.78
3.88
3.13
0.234
0.239
0.243
0.250
0.251
0.253
0.255
23.1
27.3
33.6
44.1
52.6
65.3
81.2
8.83
11.0
14.3
19.7
24.0
30.5
38.6
1290
1110
921
721
609
494
399
0.706
0.638
0.552
0.454
0.391
0.323
0.265
21.7
19.6
17.0
14.0
12.0
9.94
8.16
17.8
15.6
13.2
10.4
8.91
7.29
5.94
27.5
24.3
20.6
16.6
14.1
11.6
9.44
23.4
23.9
24.5
25.1
25.3
25.6
25.8
1.27
1.12
0.939
0.733
0.624
0.509
0.414
34.2
30.6
26.2
21.0
18.1
14.9
12.2
1.00
1.00
1.00
1.00
1.00
1.00
0.876
10.5
13.0
16.9
23.3
28.4
36.1
45.7
C
C
C
C
C
N
S
27.5
24.3
20.6
16.6
14.1
10.6
7.54
50 x 50 x5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
6.39
5.35
4.25
3.60
2.93
2.38
0.179
0.183
0.190
0.191
0.193
0.195
27.9
34.2
44.7
53.1
65.8
81.7
8.00
10.5
14.7
18.0
23.0
29.3
814
681
541
459
374
303
0.257
0.229
0.195
0.169
0.141
0.117
10.3
9.15
7.79
6.78
5.66
4.68
8.51
7.33
5.92
5.09
4.20
3.44
13.2
11.4
9.39
8.07
6.66
5.46
17.8
18.3
19.0
19.2
19.5
19.6
0.469
0.403
0.321
0.275
0.226
0.185
16.3
14.3
11.8
10.2
8.51
7.03
1.00
1.00
1.00
1.00
1.00
1.00
9.47
12.4
17.4
21.3
27.2
34.6
C
C
C
C
C
N
13.2
11.4
9.39
8.07
6.66
5.10
NOTES:
25
1.
2.
3.
4.
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
SHS
SHS
26
TABLE 3.1(c)
DIMENSIONS AND PROPERTIES
TUBELINE SQUARE HOLLOW SECTIONS
GRADE C350L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
mm mm mm
External
Surface Area
per m
per t
2
2
b -2 t
t
Gross
Section
Area
Ag
Ix
6
Zx
10 mm
10 mm
10 mm
3
Zn
4
m /m
m /t
40 x 40 x4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
4.09
3.30
2.82
2.31
1.88
0.143
0.150
0.151
0.153
0.155
34.9
45.3
53.7
66.4
82.3
8.00
11.3
14.0
18.0
23.0
521
421
359
294
239
0.105
0.0932
0.0822
0.0694
0.0579
5.26
4.66
4.11
3.47
2.90
35 x 35 x3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
2.83
2.42
1.99
1.63
0.130
0.131
0.133
0.135
45.8
54.2
66.8
82.7
9.67
12.0
15.5
19.9
361
309
254
207
0.0595
0.0529
0.0451
0.0379
30 x 30 x2.0 SHS
1.6 SHS
1.68
1.38
0.113
0.115
67.4
83.3
13.0
16.8
214
175
25 x 25 x3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
1.89
1.64
1.36
1.12
0.0897
0.0914
0.0931
0.0945
47.4
55.7
68.3
84.1
6.33
8.00
10.5
13.6
20 x 20 x1.6 SHS
0.873
0.0745
85.4
10.5
1.
2.
3.
4.
mm
2
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
kg/m
NOTES:
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
3
3
Sx
3
3
rx
3
J
6
10 mm
C
4
3
Form
Factor
kf
About x- and y-axis
λe
Compactness(3)
3
Ze
(C,N,S) 10 3mm 3
10 mm
mm
10 mm
4.36
3.61
3.13
2.61
2.15
6.74
5.72
4.97
4.13
3.41
14.2
14.9
15.1
15.4
15.6
0.192
0.158
0.136
0.113
0.0927
8.33
7.07
6.21
5.23
4.36
1.00
1.00
1.00
1.00
1.00
9.47
13.4
16.6
21.3
27.2
C
C
C
C
C
6.74
5.72
4.97
4.13
3.41
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
0.102
0.0889
0.0741
0.0611
5.18
4.58
3.89
3.26
1.00
1.00
1.00
1.00
11.4
14.2
18.3
23.5
C
C
C
C
4.23
3.69
3.09
2.57
0.0272
0.0231
1.81
1.54
1.39
1.16
2.21
1.84
11.3
11.5
0.0454
0.0377
2.75
2.32
1.00
1.00
15.4
19.8
C
C
2.21
1.84
241
209
174
143
0.0184
0.0169
0.0148
0.0128
1.47
1.35
1.19
1.02
1.21
1.08
0.926
0.780
1.91
1.71
1.47
1.24
8.74
8.99
9.24
9.44
0.0333
0.0297
0.0253
0.0212
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
111
0.00608
0.608
0.474
0.751
7.39
0.0103
0.924
1.00
12.4
C
0.751
This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections
with t > 3.0mm.
July 2003
July 2003
TABLE 3.2
DIMENSIONS AND PROPERTIES
TUBELINE SQUARE HOLLOW SECTIONS
GRADE C350L0 (TUBELINE 350L0 - TYPE 2)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
mm mm mm
kg/m
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
External
Surface Area
per m
per t
2
2
m /m
m /t
b -2 t
t
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
Ix
6
Zx
3
Zn
10 mm
4
3
3
10 mm
10 mm
Sx
3
3
rx
3
10 mm
mm
J
6
C
4
10 mm
3
Form
Factor
kf
About x- and y-axis
λe
Compactness(4)
3
Ze
(C,N,S) 10 3mm 3
10 mm
15 x 15 x1.8 SHS
0.681
0.0538
79.1
6.33
86.7
0.00239
0.318
0.262
0.414
5.25
0.00431
0.491
1.00
7.49
C
0.414
13 x 13 x1.8 SHS
0.568
0.0458
80.7
5.22
72.3
0.00142
0.218
0.184
0.290
4.42
0.00262
0.339
1.00
6.18
C
0.290
NOTES:
1.
2.
3.
4.
5.
In this table, the properties of these products are calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 380.
Type 2 products are not made strictly in accordance with AS 1163. Care should be used when designing structures using these products.
Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2 t for sections with thickness t £ 3.0mm and 2.5t for
sections with t > 3.0mm.
27
SHS
SHS
28
TABLE 3.3(a)
DIMENSIONS AND PROPERTIES
DURAGAL DUALGRADE SQUARE HOLLOW SECTIONS
GRADE C450L0 (AS 1163)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
External
Surface Area
per m
per t
2
2
b -2 t
t
Gross
Section
Area
Ag
Ix
6
Zx
2
10 mm
10 mm
kg/m
m /m
m /t
100x 100x6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
16.7
14.2
11.6
8.96
7.53
6.07
0.374
0.379
0.383
0.390
0.391
0.393
22.4
26.6
32.9
43.5
52.0
64.7
14.7
18.0
23.0
31.3
38.0
48.0
2130
1810
1480
1140
959
774
3.04
2.66
2.23
1.77
1.51
1.23
90 x 90 x2.5SHS
2.0 SHS
75x 75 x6.0 SHS
6.74
5.45
12.0
0.351
0.353
0.274
52.1
64.8
22.8
34.0
43.0
10.5
859
694
1530
5.0 SHS
4.0 SHS
3.5 SHS
3.0 SHS
2.5 SHS
2.0 SHS
10.3
8.49
7.53
6.60
5.56
4.50
0.279
0.283
0.285
0.290
0.291
0.293
27.0
33.3
37.9
43.9
52.4
65.1
13.0
16.8
19.4
23.0
28.0
35.5
65x 65 x6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
10.1
8.75
7.23
5.66
4.78
3.88
3.13
0.234
0.239
0.243
0.250
0.251
0.253
0.255
23.1
27.3
33.6
44.1
52.6
65.3
81.2
8.83
11.0
14.3
19.7
24.0
30.5
38.6
July 2003
1.
2.
3.
4.
5.
mm
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
mm mm mm
NOTES:
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
4
3
Zn
3
3
Sx
3
3
rx
3
J
6
C
4
3
Form
Factor
kf
About x- and y-axis
λe
Compactness(3)
3
Ze
3
(C,N,S) 10 mm 3
10 mm
10 mm
mm
10 mm
10 mm
60.7
53.1
44.6
35.4
30.1
24.6
47.1
40.5
33.5
26.0
21.9
17.8
73.5
63.5
52.6
41.2
34.9
28.3
37.7
38.3
38.8
39.4
39.6
39.9
5.15
4.42
3.63
2.79
2.35
1.91
93.6
81.4
68.0
53.2
45.2
36.9
1.00
1.00
1.00
0.952
0.787
0.624
19.7
24.1
30.9
42.0
51.0
64.4
C
C
N
S
S
S
73.5
63.5
51.9
34.4
26.1
18.8
1.09
0.889
1.16
24.1
19.7
30.9
17.6
14.3
24.7
28.0
22.8
38.4
35.6
35.8
27.5
1.70
1.38
2.04
36.2
29.6
48.2
0.878
0.696
1.00
45.6
57.7
14.1
S
S
C
22.3
16.0
38.4
1310
1080
959
841
709
574
1.03
0.882
0.797
0.716
0.614
0.505
27.5
23.5
21.3
19.1
16.4
13.5
21.6
18.0
16.1
14.2
12.0
9.83
33.6
28.2
25.3
22.5
19.1
15.6
28.0
28.6
28.8
29.2
29.4
29.7
1.77
1.48
1.32
1.15
0.971
0.790
42.6
36.1
32.5
28.7
24.6
20.2
1.00
1.00
1.00
1.00
1.00
0.841
17.4
22.5
26.1
30.9
37.6
47.6
C
C
C
N
N
S
33.6
28.2
25.3
22.2
17.0
12.1
1290
1110
921
721
609
494
399
0.706
0.638
0.552
0.454
0.391
0.323
0.265
21.7
19.6
17.0
14.0
12.0
9.94
8.16
17.8
15.6
13.2
10.4
8.91
7.29
5.94
27.5
24.3
20.6
16.6
14.1
11.6
9.44
23.4
23.9
24.5
25.1
25.3
25.6
25.8
1.27
1.12
0.939
0.733
0.624
0.509
0.414
34.2
30.6
26.2
21.0
18.1
14.9
12.2
1.00
1.00
1.00
1.00
1.00
0.978
0.774
11.9
14.8
19.1
26.4
32.2
40.9
51.8
C
C
C
C
N
S
S
27.5
24.3
20.6
16.6
13.7
9.80
7.01
This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0.
Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections with t > 3.0mm.
DuraGal Dual Grade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum
elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
July 2003
TABLE 3.3(b)
DIMENSIONS AND PROPERTIES
DURAGAL DUALGRADE SQUARE HOLLOW SECTIONS
GRADE C450L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
per m
t
mm mm mm
External
Surface Area
per m
per t
2
2
b -2 t
t
kg/m
m /m
m /t
50 x 50 x5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
6.39
5.35
4.25
3.60
2.93
2.38
0.179
0.183
0.190
0.191
0.193
0.195
27.9
34.2
44.7
53.1
65.8
81.7
8.00
10.5
14.7
18.0
23.0
29.3
40 x 40 x4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
4.09
3.30
2.82
2.31
1.88
0.143
0.150
0.151
0.153
0.155
34.9
45.3
53.7
66.4
82.3
35 x 35 x3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
2.83
2.42
1.99
1.63
0.130
0.131
0.133
0.135
30 x 30 x2.0 SHS
1.6 SHS
1.68
1.38
25 x 25 x3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
20 x 20 x1.6 SHS
NOTES:
29
1.
2.
3.
4.
5.
PROPERTIES FOR
DESIGN TO AS 4100
PROPERTIES
Gross
Section
Area
Ag
mm
2
Torsion
Torsion
Constant Modulus
About x-, y- and n-axis
Ix
6
Zx
4
3
Zn
3
3
10 mm
10 mm
10 mm
814
681
541
459
374
303
0.257
0.229
0.195
0.169
0.141
0.117
10.3
9.15
7.79
6.78
5.66
4.68
8.00
11.3
14.0
18.0
23.0
521
421
359
294
239
0.105
0.0932
0.0822
0.0694
0.0579
45.8
54.2
66.8
82.7
9.67
12.0
15.5
19.9
361
309
254
207
0.113
0.115
67.4
83.3
13.0
16.8
1.89
1.64
1.36
1.12
0.0897
0.0914
0.0931
0.0945
47.4
55.7
68.3
84.1
0.873
0.0745
85.4
Sx
3
3
rx
3
J
6
C
4
3
Form
Factor
kf
About x- and y-axis
λe
Compactness(3)
3
Ze
3
(C,N,S) 10 mm 3
10 mm
mm
10 mm
10 mm
8.51
7.33
5.92
5.09
4.20
3.44
13.2
11.4
9.39
8.07
6.66
5.46
17.8
18.3
19.0
19.2
19.5
19.6
0.469
0.403
0.321
0.275
0.226
0.185
16.3
14.3
11.8
10.2
8.51
7.03
1.00
1.00
1.00
1.00
1.00
1.00
10.7
14.1
19.7
24.1
30.9
39.2
C
C
C
C
N
N
13.2
11.4
9.39
8.07
6.58
4.74
5.26
4.66
4.11
3.47
2.90
4.36
3.61
3.13
2.61
2.15
6.74
5.72
4.97
4.13
3.41
14.2
14.9
15.1
15.4
15.6
0.192
0.158
0.136
0.113
0.0927
8.33
7.07
6.21
5.23
4.36
1.00
1.00
1.00
1.00
1.00
10.7
15.2
18.8
24.1
30.9
C
C
C
C
N
6.74
5.72
4.97
4.13
3.37
0.0595
0.0529
0.0451
0.0379
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
0.102
0.0889
0.0741
0.0611
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
214
175
0.0272
0.0231
1.81
1.54
1.39
1.16
2.21
1.84
11.3
11.5
0.0454
0.0377
2.75
2.32
1.00
1.00
17.4
22.5
C
C
2.21
1.84
6.33
8.00
10.5
13.6
241
209
174
143
0.0184
0.0169
0.0148
0.0128
1.47
1.35
1.19
1.02
1.21
1.08
0.926
0.780
1.91
1.71
1.47
1.24
8.74
8.99
9.24
9.44
0.0333
0.0297
0.0253
0.0212
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
10.5
111
0.00608
0.608
0.474
0.751
7.39
0.0103
0.924
1.00
14.1
C
0.751
This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0.
Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t £ 3.0mm and 2.5t for sections with t > 3.0mm.
DuraGal Dual Grade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum
elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
SHS
30
TABLE 3.4
DIMENSIONS AND PROPERTIES
GALTUBE PLUS SQUARE HOLLOW SECTIONS
GRADE C350L0 (TUBELINE 350L0 - TYPE 1)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
per m
per t
Full
Section
Area
Af
Ix
Zx
kg/m
m2 /m
m2 /t
mm2
10 6 mm4
10 3mm 3
65 x 65 x2.5 SHS
1.6 SHS
4.78
3.13
0.251
0.255
52.6
81.2
23.1
40.8
586
363
0.378
0.243
11.6
7.46
8.59
5.42
50 x 50 x2.5 SHS
1.6 SHS
3.60
2.38
0.191
0.195
53.1
81.7
16.8
30.5
442
276
0.164
0.107
6.56
4.30
40 x 40 x2.5 SHS
1.6 SHS
2.82
1.88
0.151
0.155
53.7
82.3
12.7
23.6
346
218
0.0797
0.0534
35 x 35 x2.5 SHS
1.6 SHS
2.42
1.63
0.131
0.135
54.2
82.7
10.6
20.1
298
189
30 x 30 x1.6 SHS
1.38
0.115
83.3
16.7
25 x 25 x1.6 SHS
1.12
0.0945
84.1
13.2
20 x 20 x1.6 SHS
0.873
0.0745
85.4
d
b
t
mm mm mm
NOTES:
Nominal
Mass
per m
External
Surface Area
EFFECTIVE SECTION
PROPERTIES
FULL SECTION PROPERTIES
b-2 r
t
9.79
About x-, y- and n-axis
Zn
Sx
10 3 mm3 10 3mm3
rx
Torsion
Torsion Effective
Constant Modulus Section
Area
J
C
Ae
mm
10 6 mm4
10 3 mm3
13.6
8.61
25.4
25.8
0.601
0.377
17.5
11.2
4.92
3.14
7.80
4.99
19.3
19.7
0.266
0.169
3.99
2.67
3.03
1.97
4.81
3.13
15.2
15.6
0.0514
0.0350
2.94
2.00
2.26
1.48
3.58
2.36
160
0.0214
1.43
1.07
1.69
131
0.0119
0.949
0.720
1.14
9.51
102
0.00570
0.570
0.440
0.697
7.47
mm 2
About x-, y- and n-axis
Iex
Zex
10 6 mm4 10 3mm 3
Zen
10 3mm 3
586
308
0.378
0.215
11.6
6.61
8.59
5.42
9.89
6.45
442
276
0.164
0.107
6.56
4.30
4.92
3.14
0.132
0.0848
6.02
4.01
346
218
0.0797
0.0534
3.99
2.67
3.03
1.97
13.1
13.6
0.0860
0.0561
4.45
3.01
298
189
0.0514
0.0350
2.94
2.00
2.26
1.48
11.6
0.0346
2.15
160
0.0214
1.43
1.07
0.0195
1.43
131
0.0119
0.949
0.720
0.00959
0.864
102
0.00570
0.570
0.440
1. This table is calculated in accordance with AS/NZS 4600 using a design yield stress fy = 350MPa and design tensile strength fu = 380MPa.
2. Effective section properties are calculated in accordance with AS/NZS 4600.
3. All columns of the table (except for “Nominal Mass per m” and “External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than the respective
thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600.
4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2 t for sections with thickness t £ 3.0mm and 2.5t for
sections with t > 3.0mm.
July 2003
SHS
RAIL
July 2003
TABLE 4.1
DIMENSIONS AND PROPERTIES
DURAGAL RAIL HOLLOW SECTIONS
GRADE C450L0 (AS 1163)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSION AND RATIOS
Designation
d
b
Mass
External
per m Surface Area
t
per m
per t
Gross
d -2 t Section
t
Area
Ag
Ix
mm 2
mm mm mm
kg/m
m2/m
m2/t
120 x 48 x2.0 Rail
4.53
0.295
65.1
NOTES:
PROPERTIES
do
t
24.0
58.0
577
About x-axis
Zx
Sx
PROPERTIES FOR DESIGN TO AS 4100
rx
Iy
Zy
Sy
106mm 4 103mm 3 103mm 3 mm 10 6mm4 103mm 3 103mm 3
0.880
14.7
19.8
Torsion Torsion Form
Constant Modulus Factor
About y-axis
39.1
0.229
9.54
10.9
ry
J
C
mm
106mm 4
103mm 3
19.9
0.687
18.8
kf
About x-axis
λex
Compactness(3) Zex
About y-axis
λey
Compactness(3) Zey
(C,N,S) 103mm 3
0.914
43.2
C
19.8
(C,N,S) 103mm 3
48.3
S
5.24
1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0.
2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100.
3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
31
ANGLE
32
TABLE 5.1.1(a)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
Designation
Mass
Nominal per
Leg Size Thickmetre
b1
b 2 ness
Actual
Thickness
t
Inside
Corner
Radius
ri
mm mm mm
kg/m
mm
mm
150 x 150 x 8.0 CA
5.0 CA
18.0
10.8
8.0
4.7
8.0
4.0
125 x 125 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
100 x 100 x 8.0
6.0
90 x 90 x 8.0
5.0
75 x 75 x 8.0
6.0
5.0
4.0
11.7
8.92
10.5
6.37
8.59
6.56
5.26
4.29
8.0
6.0
8.0
4.7
8.0
6.0
4.7
3.8
8.0
8.0
8.0
4.0
8.0
8.0
4.0
4.0
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
SECTION PROPERTIES
Co-ordinates
of
Centroid
y1 = y4
x2 = x3
mm
x5
Full
Area of
Section
Af
2
About x-axis
Ix
6
3
10 mm
3
Sx
3
10 mm
rx
3
Iy
6
Zy2 = Zy3
4
3
3
Zy5
3
Sy
3
3
ry
3
mm
mm
mm
mm
10 mm
10 mm
10 mm
10 mm
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
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
0.699
0.572
24.7
15.7
12.9
25.8
16.0
13.2
39.6
24.4
19.9
24.1
24.8
24.9
70.7
70.7
63.6
63.6
53.0
53.0
53.0
53.0
35.8
35.5
32.3
32.2
26.9
26.7
26.8
26.7
33.9
33.6
30.4
31.2
25.1
24.8
25.9
25.8
1490
1140
1330
811
1090
836
670
546
2.36
1.83
1.70
1.06
0.957
0.747
0.601
0.495
33.4
25.8
26.7
16.6
18.0
14.1
11.3
9.34
52.0
39.8
41.7
25.5
28.4
21.9
17.5
14.3
39.8
40.1
35.7
36.1
29.6
29.9
30.0
30.1
0.542
0.421
0.386
0.252
0.213
0.167
0.142
0.117
15.1
11.9
12.0
7.83
7.89
6.26
5.29
4.39
16.0
12.5
12.7
8.06
8.46
6.73
5.48
4.55
24.7
19.0
19.7
12.4
13.2
10.2
8.44
6.93
19.0
19.3
17.0
17.6
13.9
14.1
14.6
14.7
106
106
10 mm
Zx1 = Zx4
4
About y-axis
mm
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
July 2003
July 2003
TABLE 5.1.1(b)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0/C350L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
Designation
Mass
Nominal per
Leg Size Thickmetre
b1
b2 ness
mm mm mm
Actual
Thickness
t
Inside
Corner
Radius
ri
SECTION PROPERTIES
Co-ordinates
of
Centroid
y1 = y4
x2 = x3
x5
Full
Area of
Section
Af
Ix
6
Zx1 = Zx4
4
3
3
About y-axis
Sx
3
rx
3
Iy
6
Zy2 = Zy3
4
3
10 mm
3
Zy5
3
Sy
3
3
ry
3
kg/m
mm
mm
mm
mm
mm
10 mm
10 mm
10 mm
mm
10 mm
10 mm
10 mm
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
0.477
0.386
0.318
10.4
8.39
6.93
16.2
13.0
10.7
25.8
25.9
26.0
0.104
0.0902
0.0747
4.52
3.87
3.22
4.91
4.03
3.36
7.50
6.24
5.13
50 x 50 x 6.0
5.0
4.0
2.5
CA
CA
CA
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
0.208
0.170
0.141
0.0930
5.89
4.80
3.99
2.63
9.29
7.53
6.20
4.04
19.7
19.8
19.9
20.1
0.0434
0.0389
0.0324
0.0221
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
0.102
0.0673
3.19
2.11
4.98
3.25
17.9
18.1
0.0231
0.0159
1.43
0.990
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
0.0702
0.0468
2.48
1.65
3.89
2.55
15.8
16.0
0.0157
0.0110
1.10
0.768
1.17
0.801
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
0.0191
0.902
1.40
11.9
0.00438
0.408
0.431
0.664
5.71
NOTES:
mm
2
About x-axis
mm
12.1
12.5
12.6
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
33
ANGLE
ANGLE
34
TABLE 5.1.1(c)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
GRADE C450L0/C400L0 (TS 100)
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
Mass
per
metre
Actual Inside
Thick- Corner
ness Radius
t
ri
SECTION PROPERTIES
Coordinates
of
Centroid
pB = nL
pT = nR
mm mm mm
kg/m
mm
mm
mm
150 x 150 x 8.0 CA
5.0 CA
18.0
10.8
8.0
4.7
8.0
4.0
41.2
39.6
125 x 125 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
100 x 100 x 8.0
6.0
90 x 90 x 8.0
5.0
75 x 75 x 8.0
6.0
5.0
4.0
11.7
8.92
10.5
6.37
8.59
6.56
5.26
4.29
8.0
6.0
8.0
4.7
8.0
6.0
4.7
3.8
8.0
8.0
8.0
4.0
8.0
8.0
4.0
4.0
28.7
27.9
26.2
24.6
22.5
21.7
20.9
20.5
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
mm
109
110
Full
Area of
Section
Af
mm
2
rn = rp
Product of
2nd Moment
of Area
Inp
About n- and p-axes
In = Ip
6
ZnB = ZpL
10 mm
4
3
3
ZnT = ZpR
3
3
Sn = Sp
3
3
10 mm
10 mm
10 mm
mm
10 6 mm4
2290
1380
5.13
3.14
125
79.1
47.2
28.4
85.2
51.2
47.3
47.7
-3.17
-1.91
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
-1.81
-1.10
-0.896
71.3
72.1
63.8
65.4
52.5
53.3
54.1
54.5
1490
1140
1330
811
1090
836
670
546
1.45
1.12
1.04
0.654
0.585
0.457
0.372
0.306
50.6
40.3
39.8
26.6
26.0
21.1
17.8
14.9
20.4
15.6
16.3
10.0
11.1
8.57
6.86
5.62
36.8
28.2
29.5
18.0
20.1
15.5
12.4
10.1
31.2
31.5
27.9
28.4
23.1
23.4
23.5
23.7
-0.910
-0.703
-0.657
-0.402
- 0.372
- 0.290
- 0.230
- 0.189
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
July 2003
July 2003
TABLE 5.1.1(d)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0/C350L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
Mass
per
metre
Actual Inside
Thick- Corner
ness Radius
t
ri
SECTION PROPERTIES
Coordinates
of
Centroid
pB = nL
pT = nR
Full
Area of
Section
Af
11.5
9.22
7.56
20.2
20.3
20.5
- 0.186
- 0.148
- 0.122
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
-
0.0623
0.0416
4.79
3.36
1.95
1.27
3.52
2.30
14.0
14.2
- 0.0392
- 0.0257
280
182
0.0430
0.0289
3.65
2.60
1.52
0.999
2.75
1.80
12.4
12.6
- 0.0272
- 0.0179
134
0.0118
1.37
0.550
0.994
mm
10 mm
10 mm
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
0.291
0.238
0.197
15.2
13.0
10.9
50 x 50 x 6.0
5.0
4.0
2.5
CA
CA
CA
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
0.126
0.104
0.0868
0.0576
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
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
30 x 30 x 2.5 CA
1.06
2.4
2.5
21.4
8.61
rn = rp
6.35
5.10
4.18
mm
3
3
3
3
Sn = Sp
10 6 mm4
mm
4
ZnT = ZpR
mm
mm
6
ZnB = ZpL
10 mm
mm
NOTES:
In = Ip
10 mm
kg/m
2
Product of
2nd Moment
of Area
Inp
About n- and p-axes
3
3
9.35
0.0823
0.0655
0.0544
0.0355
- 0.00738
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
35
ANGLE
ANGLE
TABLE 5.1.2(a)
36
EFFECTIVE SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
about principal x- and y-axes
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSIONS
RATIOS
Designation
Nominal
Leg Size Thickb1
b 2 ness
Mass
per
metre
mm mm mm
kg/m
mm
mm
150 x 150 x 8.0 CA
5.0 CA
18.0
10.8
8.0
4.7
16.0
8.7
16.8
30.1
125 x 125 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
100 x 100 x 8.0
6.0
90 x 90 x 8.0
5.0
75 x 75 x 8.0
6.0
5.0
4.0
11.7
8.92
10.5
6.37
8.59
6.56
5.26
4.29
8.0
6.0
8.0
4.7
8.0
6.0
4.7
3.8
16.0
14.0
16.0
8.7
16.0
14.0
8.7
7.8
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
Actual Outside
Thick- Corner
ness Radius
t
ro
GRADE
Yield
Stress
EFFECTIVE SECTION PROPERTIES
fy
Effective
Area of
Section
Ae
MPa
mm2
16.8
30.1
400
450
1610
572
13.6
24.7
30.8
13.6
24.7
30.8
400
450
450
10.5
14.3
9.25
17.3
7.38
10.2
14.1
17.7
10.5
14.3
9.25
17.3
7.38
10.2
14.1
17.7
400
450
400
450
400
450
450
450
b1 - ro
t
b2 - ro
t
About x-axis
Ae
Af
About y-axis
Iex1 = Iex4
Zex1 = Zex4
Iey2,3
Zey2,3
Iey5
Zey5
106 mm4
10 3mm3
10 6mm 4
10 3mm3
10 6 mm4
10 3 mm3
0.701
0.416
5.74
1.99
60.8
25.3
1.56
0.544
31.4
13.2
1.96
1.23
36.7
23.0
1530
560
379
0.809
0.491
0.409
3.90
1.34
0.917
46.9
19.4
14.0
1.05
0.368
0.248
23.9
10.2
7.31
1.11
0.699
0.572
24.7
15.7
12.9
1410
859
1330
530
1090
781
508
353
0.946
0.756
1.00
0.654
1.00
0.934
0.759
0.646
2.36
1.38
1.70
0.672
0.957
0.735
0.458
0.310
33.4
21.3
26.7
12.2
18.0
13.9
9.41
6.78
0.542
0.363
0.386
0.185
0.213
0.167
0.125
0.0840
15.1
10.7
12.0
6.33
7.89
6.26
4.84
3.49
0.542
0.421
0.386
0.252
0.213
0.167
0.142
0.117
15.1
11.9
12.0
7.83
7.89
6.26
5.29
4.39
July 2003
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. Iex1 and Zex1 are for compression at point "1"; Iex4 and Zex4 are for compression at point "4"; Iey2,3 and Zey2,3 are for compression at points "2" and "3"; Iey5 and Zey5 are for compression at
point "5".
5. Effective section properties are calculated in accordance with AS/NZS 4600.
July 2003
TABLE 5.1.2(b)
EFFECTIVE SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0/C350L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
Mass
per
metre
RATIOS
Actual Outside
Thick- Corner
ness Radius
t
ro
Yield
Stress
b 1 - ro
t
kg/m
mm
mm
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
50 x 50 x 6.0
5.0
4.0
2.5
CA
CA
CA
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
45 x 45 x 4.0 CA
2.5 CA
2.50
1.62
3.8
2.4
40 x 40 x 4.0 CA
2.5 CA
2.20
1.43
30 x 30 x 2.5 CA
1.06
NOTES:
GRADE
b2 - ro
t
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
About x-axis
Ae
Af
2
Iex1 = Iex4
6
10 mm
4
About y-axis
Zex1 = Zex4
3
10 mm
3
Iey2,3
6
10 mm
Zey2,3
4
3
Iey5
10 mm
3
6
10 mm
Zey5
4
10 3mm 3
MPa
mm
8.50
12.0
15.1
450
450
450
716
487
342
1.00
0.846
0.727
0.477
0.337
0.230
10.4
7.65
5.54
0.104
0.0902
0.0619
4.52
3.87
2.83
0.104
0.0902
0.0747
4.52
3.87
3.22
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
0.888
0.676
0.208
0.170
0.131
0.0615
5.89
4.80
3.78
1.98
0.0434
0.0389
0.0324
0.0169
2.44
2.16
1.81
1.03
0.0434
0.0389
0.0324
0.0221
2.44
2.16
1.81
1.24
7.8
4.9
9.79
16.7
9.79
16.7
450
350
303
152
0.952
0.736
0.102
0.0494
3.19
1.71
0.0231
0.0135
1.43
0.884
0.0231
0.0159
1.43
0.990
3.8
2.4
7.8
4.9
8.47
14.6
8.47
14.6
450
350
280
147
1.00
0.806
0.0702
0.0385
2.48
1.45
0.0157
0.0104
1.10
0.740
0.0157
0.0110
1.10
0.768
2.4
4.9
10.5
10.5
350
132
0.980
0.0191
0.902
0.00438
0.408
0.00438
0.408
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. Iex1 and Zex1 are for compression at point "1"; Iex4 and Zex4 are for compression at point "4"; Iey2,3 and Zey2,3 are for compression at points "2" and "3"; Iey5 and Zey5 are for compression at
point "5".
5. Effective section properties are calculated in accordance with AS/NZS 4600.
37
ANGLE
ANGLE
38
TABLE 5.1.2(c)
EFFECTIVE SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
Mass
per
metre
RATIOS
Actual Outside
Thick- Corner
ness Radius
t
ro
Yield
Stress
b1 - ro
t
mm mm mm
kg/m
mm
mm
150 x 150 x 8.0 CA
5.0 CA
18.0
10.8
8.0
4.7
16.0
8.7
16.8
30.1
125 x 125 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
100 x 100 x 8.0 CA
6.0 CA
11.7
8.92
8.0
6.0
90 x 90 x 8.0 CA
5.0 CA
10.5
6.37
8.59
6.56
5.26
4.29
75 x 75 x 8.0
6.0
5.0
4.0
NOTES:
CA
CA
CA
CA
GRADE
b2 - ro
t
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
About n-and p-axes
Ae
Af
2
IenT = IepR
6
5.04
2.57
46.8
25.9
2.34
0.594
0.357
27.8
9.13
6.01
2.92
1.57
1.20
32.4
18.4
14.5
0.946
0.756
1.45
0.782
20.4
12.1
1.45
1.12
20.4
15.6
1330
530
1.00
0.654
1.04
0.357
16.3
6.58
1.04
0.629
16.3
9.83
1090
781
508
353
1.00
0.934
0.759
0.646
0.585
0.457
0.266
0.162
16.8
30.1
400
450
1610
572
0.701
0.416
3.17
0.791
13.6
24.7
30.8
13.6
24.7
30.8
400
450
450
1530
560
379
0.809
0.491
0.409
16.0
14.0
10.5
14.3
10.5
14.3
400
450
1410
859
8.0
4.7
16.0
8.7
9.25
17.3
9.25
17.3
400
450
8.0
6.0
4.7
3.8
16.0
14.0
8.7
7.8
400
450
450
450
7.38
10.2
14.1
17.7
10 mm
11.1
8.57
5.45
3.62
3
6
0.585
0.457
0.372
0.293
4
ZenB = ZepL
33.8
11.0
10 mm
3
IenB = IepL
10 3 mm3
mm
7.38
10.2
14.1
17.7
ZenT = ZepR
10 mm
MPa
4
11.1
8.57
6.86
5.51
July 2003
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. IenT and ZenT are for compression at point "T"; IenB and ZenB are for compression at point "B"; IepR and ZepR are for compression at point "R"; IepL and ZepL are for compression at point "L".
5. Effective section properties are calculated in accordance with AS/NZS 4600.
July 2003
TABLE 5.1.2(d)
EFFECTIVE SECTION PROPERTIES
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0/C350L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
Mass
per
metre
RATIOS
Actual Outside
Thick- Corner
ness Radius
t
ro
Yield
Stress
b 1 - ro
t
kg/m
mm
mm
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
50 x 50 x 6.0
5.0
4.0
2.5
CA
CA
CA
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
45 x 45 x 4.0 CA
2.5 CA
2.50
1.62
3.8
2.4
40 x 40 x 4.0 CA
2.5 CA
2.20
1.43
30 x 30 x 2.5 CA
1.06
NOTES:
GRADE
b2 - ro
t
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
About n- and p-axes
Ae
Af
2
IenT = IepR
6
ZenT = ZepR
6.35
4.65
3.13
0.291
0.238
0.195
6.35
5.10
4.17
0.126
0.104
0.0821
0.0333
3.64
2.95
2.34
1.08
0.126
0.104
0.0868
0.0560
3.64
2.95
2.43
1.56
0.952
0.736
0.0623
0.0281
1.95
0.972
0.0623
0.0414
1.95
1.27
280
147
1.00
0.806
0.0430
0.0231
1.52
0.856
0.0430
0.0289
1.52
0.999
132
0.980
0.0118
0.550
0.0118
0.550
10 mm
8.50
12.0
15.1
450
450
450
716
487
342
1.00
0.846
0.727
0.291
0.208
0.129
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
0.888
0.676
7.8
4.9
9.79
16.7
9.79
16.7
450
350
303
152
3.8
2.4
7.8
4.9
8.47
14.6
8.47
14.6
450
350
2.4
4.9
10.5
10.5
350
10 mm
3
6
4
ZenB = ZepL
10 3 mm3
mm
3
IenB = IepL
10 mm
MPa
4
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. IenT and ZenT are for compression at point "T"; IenB and ZenB are for compression at point "B"; IepR and ZepR are for compression at point "R"; IepL and ZepL are for compression at point "L".
5. Effective section properties are calculated in accordance with AS/NZS 4600.
39
ANGLE
TABLE 5.1.3
SECTION PROPERTIES for MEMBER STABILITY
DURAGAL EQUAL ANGLE SECTIONS
GRADE C450L0/C400L0/C350L0 (TS 100)
ANGLE
about principal x- and y-axes
Designation
Nominal
Leg Size Thickb1
b2 ness
Mass
per
metre
Torsion
Constant
J
Coordinate
of
Shear Centre
xo
Polar Radius of
Gyration about the
Shear Centre
ro1
Monosymmetry
Section
Constant
βy
mm mm mm
kg/m
103 mm4
mm
mm
mm
150 x 150 x 8.0 CA
5.0 CA
18.0
10.8
49.0
10.1
51.6
52.2
84.3
85.2
206
209
125 x 125 x 8.0 CA
5.0 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 100 x 8.0
6.0
90 x 90 x 8.0
5.0
75 x 75 x 8.0
6.0
5.0
4.0
CA
CA
CA
CA
CA
CA
CA
CA
11.7
8.92
10.5
6.37
8.59
6.56
5.26
4.29
31.9
13.6
28.5
5.97
23.4
10.0
4.93
2.63
33.9
34.3
30.4
31.0
25.1
25.5
25.7
25.8
55.4
56.0
49.7
50.6
41.0
41.6
41.9
42.2
136
137
122
124
100
102
103
103
65 x 65 x 6.0 CA
5.0 CA
4.0 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
5.0
4.0
2.5
CA
CA
CA
CA
4.21
3.42
2.79
1.81
6.43
3.20
1.71
0.442
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 CA
2.50
1.62
1.53
0.396
15.2
15.5
24.9
25.3
61.0
61.9
40 x 40 x 4.0 CA
2.5 CA
2.20
1.43
1.35
0.350
13.5
13.7
22.0
22.4
53.9
54.9
30 x 30 x 2.5 CA
1.06
0.258
10.2
16.6
40.7
NOTES:
40
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450
MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa).
2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the
section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600.
3. bx is zero for equal angles.
4. Iw is equal to zero for angles.
5. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
ANGLE
July 2003
TABLE 5.2.1(a)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL UNEQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
about principal x- and y-axes
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
Mass
per
metre
Actual
Thickness
t
Inside
Corner
Radius
ri
y1
y4
x2
x3
x5
mm mm mm
kg/m
mm
mm
mm
mm
mm
mm
mm
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
8.0
6.0
8.0
6.0
8.0
6.0
6.0
4.7
3.8
8.0
8.0
8.0
8.0
8.0
8.0
8.0
4.0
4.0
101
102
82.6
83.1
68.3
68.6
50.0
50.6
50.8
76.6
76.3
61.0
60.6
55.8
55.5
39.2
38.4
38.3
28.4
27.8
20.6
19.9
23.6
23.1
14.9
14.4
14.1
52.2
52.3
40.9
41.2
35.8
35.8
25.3
26.1
26.1
36.7
36.3
27.2
26.8
27.4
27.0
17.8
18.5
18.3
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
CA
CA
CA
CA
CA
CA
CA
CA
CA
Coordinates of Centroid
Tan
α
0.463
0.465
0.386
0.388
0.576
0.578
0.472
0.462
0.464
SECTION PROPERTIES
41
Designation
Nominal
Leg Size Thickb1
b 2 ness
Mass
per
metre
Full
Area of
Section
Af
Ix
Zx1
Zx4
Sx
rx
Iy
Zy2
Zy3
Zy5
Sy
ry
mm mm mm
kg/m
mm2
106mm 4
103 mm3
10 3mm3
10 3 mm3
mm
10 6mm 4
10 3mm 3
10 3 mm3
10 3mm 3
10 3 mm3
mm
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
1890
1440
1490
1140
1290
986
686
553
451
5.23
4.02
2.74
2.11
1.64
1.27
0.464
0.378
0.312
51.5
39.4
33.1
25.4
24.0
18.6
9.29
7.47
6.15
52.5
52.9
42.8
43.1
35.6
36.0
26.0
26.2
26.3
0.878
0.679
0.381
0.297
0.312
0.244
0.0731
0.0631
0.0524
30.9
24.4
18.5
14.9
13.2
10.6
4.89
4.38
3.71
16.8
13.0
9.30
7.21
8.72
6.81
2.89
2.42
2.01
23.9
18.7
14.0
11.1
11.4
9.03
4.10
3.42
2.87
34.2
26.2
19.8
15.2
17.1
13.2
5.97
4.96
4.08
21.5
21.7
16.0
16.2
15.5
15.7
10.3
10.7
10.8
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
CA
About x-axis
68.3
52.7
44.8
34.9
29.4
22.9
11.9
9.83
8.15
About y-axis
87.3
66.6
56.2
43.0
40.4
31.1
15.7
12.7
10.4
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
42
TABLE 5.2.1(b)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL UNEQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
NOTES:
Mass
per
metre
pB
kg/m
CA
CA
CA
CA
CA
CA
CA
CA
CA
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
SECTION PROPERTIES
Coordinates
of
Centroid
pT
nL
nR
Full
Area of
Section
Af
2
mm
mm
mm
mm
mm
49.0
48.2
43.2
42.3
32.5
31.7
25.7
24.8
24.4
101
102
81.8
82.7
67.5
68.3
49.3
50.2
50.6
23.5
22.7
17.5
16.7
19.6
18.8
12.7
12.0
11.7
76.5
77.3
57.5
58.3
55.4
56.2
37.3
38.0
38.3
1890
1440
1490
1140
1290
986
686
553
451
About n-axis
In
6
10 mm
4.46
3.42
2.43
1.87
1.31
1.02
0.393
0.323
0.266
ZnB
4
3
ZnT
3
3
10 mm
10 mm
91.0
71.1
56.2
44.3
40.3
32.1
15.3
13.0
10.9
44.2
33.6
29.7
22.7
19.4
14.9
7.98
6.43
5.26
Sn
3
rp
Product of
2nd Moment
of Area
Inp
mm
10 6 mm4
29.5
29.8
21.4
21.7
22.3
22.6
14.5
14.6
14.8
-1.66
-1.28
-0.791
-0.613
-0.575
-0.446
-0.151
-0.120
-0.0991
About p-axis
3
rn
3
Ip
6
ZpL
4
3
10 mm
mm
10 mm
10 mm
79.1
60.3
52.4
40.1
35.0
26.9
14.2
11.5
9.43
48.5
48.8
40.3
40.6
31.8
32.1
23.9
24.2
24.3
1.65
1.27
0.687
0.535
0.643
0.502
0.144
0.119
0.0983
70.1
56.1
39.2
32.0
32.8
26.7
11.4
9.86
8.44
ZpR
3
3
Sp
3
3
10 mm
10 mm
21.5
16.4
11.9
9.18
11.6
8.93
3.87
3.12
2.57
38.1
28.9
21.4
16.2
20.8
15.9
6.97
5.56
4.54
3
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
July 2003
ANGLE
ANGLE
July 2003
TABLE 5.2.2(a)
EFFECTIVE SECTION PROPERTIES
DURAGAL UNEQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
CA
Mass
per
metre
RATIOS
Actual Outside
Thick- Corner
ness Radius
t
ro
kg/m
mm
mm
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
8.0
6.0
8.0
6.0
8.0
6.0
6.0
4.7
3.8
16.0
14.0
16.0
14.0
16.0
14.0
14.0
8.7
7.8
GRADE
Yield
Stress
b 1 - ro
t
16.8
22.7
13.6
18.5
10.5
14.3
10.2
14.1
17.7
b2 - ro
t
10.5
14.3
7.38
10.2
7.38
10.2
6.00
8.79
11.1
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
About x-axis
Ae
Af
2
MPa
mm
400
450
400
450
400
450
450
450
450
1510
894
1310
841
1250
820
658
472
334
Iex1
6
Zex1
4
10 mm
0.797
0.623
0.879
0.741
0.969
0.832
0.960
0.854
0.741
3.52
1.82
2.30
1.20
1.64
0.936
0.464
0.286
0.185
3
10 mm
39.2
22.9
29.4
17.3
24.0
15.0
9.29
6.17
4.30
About y-axis
Iex4
3
6
Zex4
10 mm
4
5.23
3.59
2.74
2.11
1.64
1.27
0.464
0.378
0.309
3
Iey2,3
3
6
10 mm
10 mm
51.5
36.8
33.1
25.4
24.0
18.6
9.29
7.47
6.10
0.878
0.539
0.381
0.295
0.312
0.244
0.0731
0.0631
0.0520
Zey2,3
4
3
Iey5
3
6
Zey5
4
10 mm
10 mm
16.8
11.2
9.30
7.16
8.72
6.81
2.89
2.42
1.99
0.878
0.679
0.381
0.297
0.312
0.244
0.0731
0.0631
0.0524
10 3mm 3
16.8
13.0
9.30
7.21
8.72
6.81
2.89
2.42
2.01
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. Iex1 and Zex1 are for compression at point "1"; Iex4 and Zex4 are for compression at point "4".
Iey2,3 and Zey2,3 are for compression at points "2" and "3"; Iey5 and Zey5 are for compression at point "5".
5. Effective section properties are calculated in accordance with AS/NZS 4600
43
44
TABLE 5.2.2(b)
EFFECTIVE SECTION PROPERTIES
DURAGAL UNEQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about non-principal n- and p-axes
DIMENSIONS
Designation
Nominal
Leg Size Thickb1
b 2 ness
mm mm mm
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
CA
Mass
per
metre
RATIOS
Actual Outside
Thick- Corner
ness Radius
t
ro
kg/m
mm
mm
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
8.0
6.0
8.0
6.0
8.0
6.0
6.0
4.7
3.8
16.0
14.0
16.0
14.0
16.0
14.0
14.0
8.7
7.8
GRADE
Yield
Stress
b1 - ro
t
16.8
22.7
13.6
18.5
10.5
14.3
10.2
14.1
17.7
b2 - ro
t
10.5
14.3
7.38
10.2
7.38
10.2
6.00
8.79
11.1
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
About n-axis
Ae
Af
2
MPa
mm
400
450
400
450
400
450
450
450
450
1510
894
1310
841
1250
820
658
472
334
IenT
6
ZenT
4
10 mm
0.797
0.623
0.879
0.741
0.969
0.832
0.960
0.854
0.741
2.94
1.44
2.05
1.04
1.31
0.735
0.393
0.243
0.153
3
10 mm
33.2
18.5
26.4
15.1
19.4
11.9
7.98
5.29
3.59
About p-axis
IenB
3
6
10 mm
4.46
3.35
2.43
1.87
1.31
1.02
0.393
0.323
0.266
ZenB
4
3
IepR
10 mm
3
44.2
33.3
29.7
22.7
19.4
14.9
7.98
6.43
5.26
6
10 mm
ZepR
4
1.65
0.837
0.687
0.535
0.643
0.502
0.144
0.119
0.0909
3
10 mm
21.5
12.3
11.9
9.18
11.6
8.93
3.87
3.12
2.43
IepL
3
6
ZepL
4
10 mm
1.65
1.19
0.687
0.525
0.643
0.502
0.144
0.119
0.0967
10 3mm 3
21.5
16.0
11.9
9.11
11.6
8.93
3.87
3.12
2.55
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. Ae is calculated for sections with uniform axial compressive stress fy.
3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section.
4. IenT and ZenT are for compression at point "T"; IenB and ZenB are for compression at point "B";
IepR and ZepR are for compression at point "R"; IepL and ZepL are for compression at point "L".
5. Effective section properties are calculated in accordance with AS/NZS 4600.
July 2003
ANGLE
TABLE 5.2.3
SECTION PROPERTIES for MEMBER STABILITY
DURAGAL UNEQUAL ANGLE SECTIONS
GRADE C450L0/C400L0 (TS 100)
about principal x- and y-axes
Designation
Nominal
Leg Size Thickb1
b2 ness
mm mm mm
150 x 100 x 8.0
6.0
125 x 75 x 8.0
6.0
100 x 75 x 8.0
6.0
75 x 50 x 6.0
5.0
4.0
Torsion
Constant
J
3
Coordinates
of
Shear Centre
xo
yo
Polar Radius of
Gyration about the
Shear Centre
ro1
Monosymmetry
Section
Constants
βx
βy
kg/m
10 mm4
mm
mm
mm
mm
mm
14.9
11.3
11.7
8.92
10.2
7.74
5.38
4.34
3.54
40.4
17.2
31.9
13.6
27.6
11.8
8.23
4.07
2.17
35.4
35.8
25.5
25.9
26.6
27.0
17.3
17.6
17.7
32.4
32.4
31.2
31.3
16.8
16.8
16.2
16.2
16.2
74.2
74.7
60.8
61.3
49.8
50.4
36.6
36.9
37.2
78.6
78.7
74.7
74.9
41.3
41.3
39.2
39.2
39.3
161
163
126
127
114
115
79.2
80.2
80.8
1. Steel grade C450L0 / C400L0 / C350L0 (for t £ 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t £ 6.0 mm fy = 450
MPa
and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa).
2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the
section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600.
3. Iw is equal to zero for angles.
4. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
ANGLE
NOTES:
CA
CA
CA
CA
CA
CA
CA
CA
CA
Mass
per
metre
July 2003
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
45
CHANNEL
46
TABLE 6.1.1
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL CHANNEL SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
Designation
Nominal
Thickd
bf
ness
mm mm
mm
Mass
per
metre
Actual
Thickness
t
SECTION PROPERTIES
Inside
Corner
Radius
ri
Depth
Coord.
Between
of
Flanges Centroid
d - 2t
xL
Full
Area of
Section
Af
2
About x-axis
Ix
6
3
3
kg/m
mm
mm
mm
mm
mm
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
250 x 90 x 6.0 CC
19.2
6.0
8.0
238
21.6
2450
21.9
176
210
230 x 75 x 6.0 CC
16.9
6.0
8.0
218
17.5
2150
15.7
137
200 x 75 x 6.0 CC
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
180 x 75 x 5.0 CC
11.6
4.7
4.0
171
19.1
1480
7.16
79.5
150 x 75 x 5.0 CC
10.5
4.7
4.0
141
20.9
1340
4.67
3.8
4.0
117
18.3
921
2.25
7.23
10 mm
Sx
3
300 x 90 x 8.0 CC
6.0 CC
125 x 65 x 4.0 CC
10 mm
Zx
4
About y-axis
10 mm
rx
3
mm
Iy
6
ZyR
4
3
3
Sy
3
3
ry
3
10 mm
10 mm
10 mm
10 mm
2.44
1.89
35.0
26.8
120
96.6
62.1
47.1
25.9
26.2
94.6
1.79
26.2
83.3
46.4
27.1
166
85.5
1.05
18.2
59.8
32.2
22.0
135
109
75.5
76.4
1.00
0.812
17.9
14.3
53.4
44.9
31.8
25.3
22.6
22.7
93.7
69.5
0.787
14.1
41.2
25.1
23.1
62.3
72.5
59.0
0.743
13.7
35.6
24.8
23.5
36.1
41.8
49.5
0.388
8.32
21.2
15.1
20.5
12.2
110
111
100 x 50 x 4.0 CC
5.59
3.8
4.0
92.4
14.3
712
1.08
21.7
25.4
39.0
0.174
4.86
75 x 40 x 4.0 CC
4.25
3.8
4.0
67.4
12.1
541
0.457
12.2
14.4
29.1
0.0840
3.01
NOTES:
ZyL
3
1. Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa).
2. Full section properties are calculated in accordance with AS/NZS 4600.
6.93
mm
8.78
15.6
5.46
12.5
July 2003
July 2003
TABLE 6.1.2
EFFECTIVE SECTION PROPERTIES
DURAGAL CHANNEL SECTIONS
GRADE C450L0/C400L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes
DIMENSIONS
RATIOS
Designation
Mass Actual Outside Depth
Nominal per Thick- Corner Between
Thickmetre ness Radius Flanges (d - 2ro)
d
bf
ness
t
ro
d - 2t
t
mm mm
mm
GRADE
Yield
Stress
(b - ro)
t
de
(d - 2ro)
be
(b - ro)
kg/m
mm
mm
mm
300 x 90 x 8.0 CC
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
0.915
0.712
1.00
0.801
250 x 90 x 6.0 CC
19.2
6.0
14.0
238
37.0
12.7
0.825
230 x 75 x 6.0 CC
16.9
6.0
14.0
218
33.7
10.2
0.879
200 x 75 x 6.0 CC
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
180 x 75 x 5.0 CC
11.6
4.7
8.7
171
34.6
150 x 75 x 5.0 CC
10.5
4.7
8.7
141
28.2
117
Ae
Af
fy
EFFECTIVE SECTION PROPERTIES
Effective
Area of
Section
Ae
MPa
mm
0.950
0.763
400
450
0.801
0.831
0.925
0.906
0.968
0.797
0.925
0.741
14.1
0.863
14.1
0.977
2
About x-axis
Iex
6
About y-axis
Zex
4
3
IeyR
3
6
10 mm
10 mm
10 mm
3450
2100
44.2
32.0
294
206
450
2040
20.5
450
1950
15.4
0.955
0.787
450
450
1880
1240
0.741
0.820
450
0.741
0.869
450
ZeyR
4
3
IeyL
3
6
ZeyL
4
10 3mm 3
10 mm
10 mm
2.44
1.46
35.0
22.4
2.44
1.89
35.0
26.8
158
1.41
22.2
1.79
26.2
132
1.05
18.2
1.05
18.2
11.0
8.37
108
79.5
1.00
0.560
17.9
11.0
1.00
0.812
17.9
14.3
1220
6.50
68.4
0.550
11.0
0.787
14.1
1160
4.22
52.9
0.532
10.9
0.743
13.7
125 x 65 x 4.0 CC
7.23
3.8
7.8
28.8
15.1
0.966
0.705
0.845
450
779
2.00
29.8
0.256
6.24
0.388
8.32
100 x 50 x 4.0 CC
5.59
3.8
7.8
92.4
22.2
11.1
1.00
0.875
0.944
450
672
1.04
20.1
0.164
4.67
0.174
4.86
75 x 40 x 4.0 CC
4.25
3.8
7.8
67.4
15.6
1.00
1.00
1.00
450
541
0.457
12.2
0.0840
3.01
0.0840
3.01
NOTES:
1.
2.
3.
4.
5.
8.47
Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa).
de and be are the effective widths of the web and flange respectively.
de, be and Ae are calculated for sections with uniform axial compressive stress fy.
IeyL and ZeyL are for compression at point "L"; IeyR and ZeyR are for compression at point "R".
Effective section properties are calculated in accordance with AS/NZS 4600.
47
CHANNEL
TABLE 6.1.3
SECTION PROPERTIES for MEMBER STABILITY
DURAGAL CHANNEL SECTIONS
GRADE C450L0/C400L0 (TS 100)
about principal x- and y-axes
Designation
Nominal
Thickd
bf ness
Mass
per
metre
Torsion
Constant
J
Iw
Coordinate
of
Shear Centre
xo
mm mm mm
kg/m
103mm4
10 9 mm6
mm
300 x 90 x 8.0 CC
6.0 CC
28.5
21.6
77.4
33.0
37.7
29.6
43.4
44.0
122
123
250 x 90 x 6.0 CC
19.2
29.4
19.2
47.8
110
230 x 75 x 6.0 CC
16.9
25.8
9.48
37.8
96.7
254
200 x 75 x 6.0 CC
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 CC
11.6
10.9
4.29
42.4
84.9
197
150 x 75 x 5.0 CC
10.5
2.77
45.4
78.3
171
9.87
Warping
Constant
Polar Radius of
Monosymmetry
Gyration about the
Section
Shear Centre
Constant
βy
ro1
mm
mm
338
340
273
125 x 65 x 4.0 CC
7.23
4.43
1.01
40.0
67.0
145
100 x 50 x 4.0 CC
5.59
3.43
0.285
30.1
51.8
113
75 x 40 x 4.0 CC
4.25
2.60
0.0760
24.4
40.1
1. Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and
fu = 450 MPa).
2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the
section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600.
3. bx is zero for channels.
CHANNEL
NOTES:
85.9
48
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
July 2003
FLATS
FLAT
July 2003
TABLE 7.1(a)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL FLAT SECTIONS
GRADE C400L0/C350L0 (TS 100)
COLD FORMED - STRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes and baseline axis
DIMENSIONS
Designation
Nominal
Width Thickw
ness
mm
Actual
Thickness
t
Yield
Stress
fy
SECTION PROPERTIES
Full
Area of
Section
Af
2
About
1-axis
About x-axis
I1
6
10 mm
Ix
4
6
3
mm
MPa
mm
300 x 8.0 CF
5.0 CF
18.8
11.1
8.0
4.7
350
400
2400
1410
72.0
42.3
18.0
10.6
120
70.5
250 x 8.0 CF
5.0 CF
15.7
9.22
8.0
4.7
350
400
2000
1180
41.7
24.5
10.4
6.12
200 x 8.0 CF
6.0 CF
5.0 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
150 x 8.0 CF
6.0 CF
5.0 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
10 mm
Zx
4
kg/m
NOTES:
mm
Mass
per
metre
GRADE
Sx
10 mm
3
3
Torsion
Constant
About y-axis
rx
10 mm
3
Iy
6
Zy
4
mm
10 mm
180
106
86.6
86.6
0.0128
0.00260
83.3
49.0
125
73.4
72.2
72.2
5.33
4.00
3.13
53.3
40.0
31.3
80.0
60.0
47.0
2.25
1.69
1.32
30.0
22.5
17.6
45.0
33.8
26.4
3
3
ry
3
J
3
10 mm 4
10 mm
mm
3.20
1.10
4.80
1.66
2.31
1.36
51.2
10.4
0.0107
0.00216
2.67
0.920
4.00
1.38
2.31
1.36
42.7
8.65
57.7
57.7
57.7
0.00853
0.00360
0.00173
2.13
1.20
0.736
3.20
1.80
1.10
2.31
1.73
1.36
34.1
14.4
6.92
43.3
43.3
43.3
0.00640
0.00270
0.00130
1.60
0.900
0.552
2.40
1.35
0.828
2.31
1.73
1.36
25.6
10.8
5.19
1. Steel grade C400L0 / C350L0 (for t £ 6.0 mm fy = 400 MPa and fu = 450 MPa, and for t > 6.0 mm fy = 350 MPa and fu = 400 MPa).
2. Section properties are calculated in accordance with AS/NZS 4600.
10 mm
Sy
3
49
50
TABLE 7.1(b)
DIMENSIONS AND FULL SECTION PROPERTIES
DURAGAL FLAT SECTIONS
GRADE C400L0/C350L0 (TS 100)
COLD FORMED - SRUCTURAL HOLLOW SECTIONS & PROFILES
ONESTEEL MARKET MILLS
about principal x- and y-axes and baseline axis
DIMENSIONS
Designation
Nominal
Width Thickw
ness
mm
mm
130 x 5.0 CF
Mass
per
metre
GRADE
Actual
Thickness
t
Yield
Stress
fy
SECTION PROPERTIES
Full
Area of
Section
Af
2
kg/m
mm
MPa
mm
4.80
4.7
400
611
About
1-axis
About x-axis
I1
6
10 mm
3.44
Ix
4
6
10 mm
Zx
4
0.860
3
10 mm
13.2
Sx
3
3
rx
3
10 mm
19.9
Torsion
Constant
About y-axis
mm
37.5
Iy
6
10 mm
Zy
4
0.00112
3
10 mm
0.479
Sy
3
3
ry
3
J
3
10 mm
mm
10 mm4
0.718
1.36
4.50
100 x 8.0 CF
6.28
8.0
350
800
2.67
0.667
13.3
20.0
28.9
0.00427
1.07
1.60
2.31
6.0 CF
5.0 CF
4.0 CF
4.71
3.69
2.98
6.0
4.7
3.8
400
400
400
600
470
380
2.00
1.57
1.27
0.500
0.392
0.317
10.0
7.83
6.33
15.0
11.8
9.50
28.9
28.9
28.9
0.00180
0.000865
0.000457
0.600
0.368
0.241
0.900
0.552
0.361
1.73
1.36
1.10
17.1
7.20
3.46
1.83
12.2
90 x 6.0 CF
4.24
6.0
400
540
1.46
0.365
8.10
26.0
0.00162
0.540
0.810
1.73
6.48
75 x 5.0 CF
4.0 CF
2.77
2.24
4.7
3.8
400
400
353
285
0.661
0.534
0.165
0.134
4.41
3.56
6.61
5.34
21.7
21.7
0.000649
0.000343
0.276
0.181
0.414
0.271
1.36
1.10
2.60
1.37
65 x 5.0 CF
4.0 CF
2.40
1.94
4.7
3.8
400
400
306
247
0.430
0.348
0.108
0.0870
3.31
2.68
4.96
4.01
18.8
18.8
0.000562
0.000297
0.239
0.156
0.359
0.235
1.36
1.10
2.25
1.19
50 x 5.0 CF
4.0 CF
1.84
1.49
4.7
3.8
400
400
235
190
0.196
0.158
0.0490
0.0396
1.96
1.58
2.94
2.38
14.4
14.4
0.000433
0.000229
0.184
0.120
0.276
0.181
1.36
1.10
1.73
0.915
NOTES:
1. Steel grade C400L0 / C350L0 (for t £ 6.0 mm fy = 400 MPa and fu = 450 MPa, and for t > 6.0 mm fy = 350 MPa and fu = 400 MPa).
2. Section properties are calculated in accordance with AS/NZS 4600.
July 2003
FLATS
The Family of DuraGal Products
es
DuraGal
h
DuraGal
RHS
A comprehensive range of square and rectangular sections, used in areas such as
facades, carports, garages, pallets, sheds,
agricultural equipment and many other
applications.
CHS
DuraGal
DuraGal
A range of circular sizes in extra light wall
thicknesses and 26.9 to 76.1 mm outside
diameter. This range is primarily used in
general fabrication.
DuraGal
Rail
DuraGal
Silo
DuraGal
Mezzanine Floor
A high strength, leight weight steel flooring system which can be used to extend the floor area
of existing or new buildings. Designed to accomodate heavier loads of 3kPa and 5kPa associated with mezzanine floors, and suitable for
office or storage applications.
Flooring System
The DuraGal Flooring System offers significant advantages for difficult or sloping construction sites. This is a light-weight, highstrength steel flooring system which can be
easily assembled on site.
DuraGal
DuraGal Silo offers an in-line, hot-dip galvanized product to the market.
Combined with galvanized sheeting this
provides a fully galvanized silo which is
lower maintenance and requires no
painting.
DuraGal
Post
DuraGal Post has been designed as a
replacement for timber posts. The Post
overcomes the timber problems of rotting,
warping, splitting, oozing sap, staining, and
termites. A bottom adjustment system
makes installation simple.
DuraGal Rail is a flat sided oval tube that
has the unique DuraGal finish. Developed
for the agricultural industry, it has also
been used for ballustrading and hand rails.
ct
Profiles
DuraGal Profiles provide a major improvement
in the quality of surface finish and strength
enhancement available to our customers - they
can now buy Angles, Channels and Flats with
a proven, prepared, corrosion resistant surface
finish. Used in many applications including,
sheds, trusses, car ramps and trailers.
Verandah Beam
DuraGal Verandah Beam is part of the
building industry product range. It offers
an economical alternative to traditional
timber beams.
DuraGal
Plus for Lintels
The revolutionary new DuraGal Plus coating technology applies a heavy Zinc coating to AS/NZS 4791:1999 ILG 300 to meet
the requirements of the Building Code of
Australia (BCA) Class 1 and 10 buildings,
for brick lintels in Ò Moderate
EnvironmentsÓ more than 1km from the
coast.
OneSteel publications and product literature are available
on the OneSteel Website
www.onesteel.com
or by contacting OneSteel Direct.
ONESTEEL DIRECT
Freecall: 1800 1 STEEL (1800 1 78335)
Freefax: 1800 101 141
Email: onesteeldirect@onesteel.com
39-45 Flagstaff Road, Port Kembla, NSW 2505
Postal: Locked Bag 8825, South Coast Mail Centre,
NSW 2521 Australia
Distributed By
This publication has been prepared by OneSteel Market Mills an operating business group of which OneSteel Trading Pty Limited ABN 50 007 519 646 is a part.
Please note that any specifications or technical data referred to in this publication are subject to change and/or variation or improvement without notice and no
warranty as to their suitability for any use is made. Users of this publication to ensure accuracy and adequacy for their purposes are requested to check the
information provided in this publication to satisfy themselves as to its appropriateness and not to rely on the information without first doing so. Unless required by
law, the company cannot accept any responsibility for any loss, damage or consequence resulting from the use of this publication. Photographs
shown are representative only of typical applications, current at July 2003. This brochure is not an offer to trade and shall not form any part of the
trading terms in any transaction. ©Copyright 2003. OneSteel Trading Pty Limited ABN 50 007 519 646. Registered Trademarks of OneSteel Trading
Pty Limited ABN 50 007 519 646. DuraGal¨ ; Family of DuraGal Products¨ ; Galtube¨ ; Tubeline¨ ; UltraPipe¨ . Issue 4.2 Printed July 2003. BC0050