onesteel reinforcing

REINVENTING

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www.reinforcing.com

www.reinforcing. tv

Build with OneSteel Reinforcing

ALL THE REBAR, REOMESH® AND ACCESSORIES FOR ANY PROJECT BIG OR SMALL ARE INSIDE.

NATIONAL PRODUCT & SERVICES CATALOGUE

Contents

ECO-REO™ 3

Green Star® Steel Credit Points 4

ONEMESH® Reinforcing Mesh 5

UTEMESH® Reinforcing Mesh 6

ONEMESH® Trench Mesh 8

HANDIMESH® - General Purpose Mesh 9

IRONBARK® Stockyard Mesh 10

ONEMESH® Reinforcing Wire 12

500PLUS® Reinforcing Bar 13

Fabricated Z Cages 14

POOLSTEEL® 15

ACRS 16

SRIA 17

500PLUS® REBAR & REOMESH® 18

Threaded Bar 25

500PLUS® REBAR – Deformed 26

500PLUS® BAMTEC® Rollout Carpets 27

500PLUS® ROMTECH® Lattice Girders 28

Bar Chairs 29

Tie Wire 42

Steel Fixing Tools 44

Polythene Building Film 45

Tape 46

Dowels 47

Dowel Cradles 51

Dowel Sleeves 55

Safety Caps 57

Expansion Joints 59

Crack-A-Joint® 61

Crack Inducers 62

Key Joints 63

Polystyrene Pods 67

Decorative Products 69

Drainage & Ventilation 73

Lintels 74

Angles & Flats 76

Traditional Angels 78

RENDABAR® 79

Multi-Rib T-Bars 80

Traditional T-Bars 81

CAVI-T-BAR™ 82

500PLUS® REIDBAR™ & Accessories 83

Mechanical Splices 94

Headed Reinforcement 97

Pullout Bar Box 98

Bracing Systems 100

TRUSSDEK® Structural Decking 101

Construction Solutions 102

Metal Decking 103

Punching Shear Reinforcement 111

Formwork 112

Tools 113

Reinforced Concrete Thesaurus 125

Terms & Conditions 127

Notes 132

Branch Network 134

Please NoteUpdates, changes and additions to this catalogue can be accessed at www.reinforcing.com

REINFORCING.TVOur latest videos and case studies are right here to view on our new YouTube™ website. It’s here you’ll discover why so many projects big and small use OneSteel Reinforcing products.

Visit us now on www.reinforcing.tv

National Product & Services Catalogue 2011/2012

1Note: OneSteel Reinforcing reserve the right to change specifi cations without notice. Not all products are available at all OneSteel Reinforcing Branches.

Check with your local OneSteel Reinforcing Branch for product availability. Warranties given on all accessories are manufacturers warranties only.





2

Specifi cations and Services

Delivery OfferThe OneSteel Reinforcing delivery offer is comprised of the following:

• Delivery to Site• Delivery Hours• Vehicles• First Drops• Order Lead Time• Return of Goods (Pick-ups)

To obtain the appropriate delivery offer in your area please contact your nearest OneSteel Reinforcing Branch.

Bundling500PLUS® Reinforcing bar is bundled with a maximum nominal mass of two tonnes per bundle unless otherwise requested. Content of rebar bundles is determined by OneSteel Reinforcing.

Special Bundling SizesSpecial bundling sizes are available – details on request.

Tolerances500PLUS® Reinforcing bar is cut and bent to the appropriate tolerances as per AS/NZS 4671 : 2001, Steel reinforcing materials and/or AS 3600 : 2009, Concrete structures. ONEMESH® Reinforcing mesh and wire is manufactured to AS/NZS 4671 : 2001.

Tolerances tighter than those specifi ed in AS 3600 : 2009 are possible and may incur an additional charge. Prices available on request.

Pre-Galvanized WirePurchasers should assess suitability for end-use applications.

Cut & Bent MeshONEMESH® Reinforcing Mesh and HANDIMESH® can be cut and/or bent to suit your specifi c requirements. Prices and delivery lead times available on application.

Mesh Made To OrderOneSteel Reinforcing can produce mesh to suit your particular requirements. For further details relating to prices, capability, minimum order quantities and delivery please contact your nearest OneSteel Reinforcing Branch.

PrefabricationPrefabrication of reinforcing steel is available. A complete OneSteel Reinforcing service, prefabrication of reinforcement assemblies for elements such as footings, columns or beams, takes place under factory conditions, maximising quality and reducing congestion on site. Pricing is determined based on your requirements and is available on request.

OneSteel Reinforcing SolutionsOneSteel Reinforcing manufacture and distribute a number of other products and construction systems such as 500PLUS®

BAMTEC®, TRUSSDEK®, 500PLUS® REIDBAR™ and 500PLUS®

ROMTECH®. Full details are available on request.

Construction AccessoriesA wide range of accessories are available our Branches.

Mechanical SplicingMechanical splicing services (threading and couplers) are available on request and are charged on a per unit basis.

Hot Dipped GalvanizedOneSteel Reinforcing can provide a high quality galvanizing service that meets AS/NZS 4534 : 1998, Zinc and zinc/aluminium-alloy coatings on steel wire.

Customer Pick-UpCustomers have the option of picking up goods from OneSteel Reinforcing Branches, which can save you time and money.

Scheduling & EstimatingOneSteel Reinforcing can offer scheduling and estimating services, including detailed take-offs from engineering and architectural drawings. Note: Charges may apply.

Saw CuttingOneSteel Reinforcing can offer an accurate and quality saw cutting service.

Lump Sum or Supply & FixFor selected projects, OneSteel Reinforcing is able to offer Lump Sum or Supply & Fix rates.

Please NoteTo improve our delivery service our sales staff would appreciate that you:

When ordering• Quote job reference number and product codes• When possible, fax or e-mail details of cut and/or bent bar

and mesh

For Delivery• Quote your order number, delivery site address, contact

name and phone number• Supply the nearest cross street and/or landmark to the site• Supply any other site access or opening and closing time

information

DisclaimerThe information contained in this publication is provided as a service to those interested in steel reinforcement. Since the information is provided for general guidance only, and in no way replaces the services of professional consultants on particular projects or subjects, no legal liability can be accepted by OneSteel Reinforcing for its use.




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ECO-REO™ - Sustainable Reinforcing Products

OneSteel Reinforcing have introduced a range of ECO-REO™ products that offer builders and construction companies a range of REBAR, REOMESH® and Decking products that can provide a more sustainable use of materials in structures.

These products carry the additional branding of ECO-REO™, ECO-BAR™ or ECO-MESH™, as they can provide economic and environmental benefi ts compared to traditional reinforcing steels.

* ECONOMICAL The products can give more cost-effi cient cover and

economy in the number of sheets or bars, or the volumesof steel needed to effi ciently reinforce the structure and meet the design intent of the project

* ENVIRONMENTAL OneSteel’s manufacturing of reinforcing steel utilises

energy reducing polymer injection technology and recycled steel scrap content

OneSteel has introduced a number of initiatives in recent years to assist with more sustainable useof materials.

• The majority of OneSteel’s reinforcing bar and reinforcing mesh has been made from recycled scrap for many years – OneSteel announced on 10th June 2009 that the overall percentage of post-consumer recycled content (FY2008 average) was 89% for reinforcing bar and 66% for reinforcing mesh.

• OneSteel announced on 1st May 2010 that OneSteel’s improved energy-effi cient steel making process Polymer Injection Technology (PIT), used at the Rooty Hill, Sydney and Laverton, Melbourne electric arc furnaces has allowed OneSteel to achieve an average 66% of reinforcing rod for mesh and 82% of reinforcing bar produced using this technology. In operating this technology as standard practice at OneSteel’s Rooty Hill and Laverton steel mills, there is potential to recycle more than 285,000 car tyres per annum.

• OneSteel Reinforcing is supporting customers to have projects gain up to two Green Building Council of Australia (GBCA) Green Star® steel credits (revised scheme effective 29th April 2010) with enhanced capability to provide off site optimal fabrication of reinforcing steel used in the building structure.

* Supporting information on environmental claims for specifi c OneSteel Reinforcing ECO-REO™ products is given below and on the Technical Resources page of the OneSteel Reinforcing website www.reinforcing.com

PREFAB

ECO-BAR™ products include: • 500PLUS® BAMTEC® – Engineered reinforcing bar carpets can allow the size and

positioning of reinforcing steel to be optimised with variable diameters and spacings. • 5OOPLUS® PREFAB – Prefabricated reinforcement is a more effi cient process that

can be designed to generate less waste and scrap on site.

made to size

ECO-MESH™ products include:• Customised special run ONEMESH® can minimise duplication of reinforcing steel and

scrap losses that result from excess lapping and trimming of mesh sheets. • Engineered and tailored mesh solutions can include variable wire spacing and wire

diameters, and optimised mesh size (length and width). • The new UTEMESH® and the large (up to 9 x 3 m) ONEMESH® MADE TO SIZE sheets

give more cost effi cient cover and economy in the number of sheets used on projects.

TRUSSDEKECO-REO™ products include:• TRUSSDEK® is a unique patented long span steel decking system that serves as a

permanent formwork system, therefore eliminating other formwork. • Like reinforcing bar carpets and special meshes, TRUSSDEK® can optimise steel distribution

and steel intensity. • The amount of the steel reinforcing bars or mesh in a TRUSSDEK® slab can be up to 60% of

that used in a conventional one-way reinforced-concrete slab. • TRUSSDEK® panels can span up to 8.5 metres, which in steel-framed buildings can

potentially lead to the complete elimination of secondary steel beams.




Gre

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Green Star® Steel Credit Points

• If customers talk to OneSteel Reinforcing in the early stages of the project we can suggest ways of redesigning the reinforcing such as spacing and diameters to optimise material use.

• This can improve the sustainability credentials of the project allowing the awarding of Green Star® steel credit points where appropriate as well as potentially reducing the costs of reinforcing steel in the project.

• OneSteel Reinforcing encourages the practice of moving product off site into prefabrication which fulfi ls the intent to reduce waste on site. This can provide the opportunity for dematerialisation and potentially speeding up construction, using our off site optimal fabrication techniques such as 500PLUS® BAMTEC®, 500PLUS® PREFAB and ONEMESH® MADE TO SIZE.

• OneSteel Reinforcing is keen to assist customers in making progress towards adopting more sustainable practices.

• OneSteel has a valid 14001 Environmental Management System in place.

• OneSteel is a member of the World Steel Association’s Climate Action Programme.

• At least 60% of OneSteel Reinforcing steel is produced using Polymer Injection Technology – an energy reducing process in manufacturing.

• At least 95% of all OneSteel Reinforcing REBAR and REOMESH® meets or exceeds 500 MPa strength grade.

• At least 15% by mass of all OneSteel Reinforcing REBAR and REOMESH® is produced using off site optimal fabrication techniques for agreed projects.

For more information on Green Star® related products visit www.reinforcing.com

OneSteel Reinforcing can meet the new Green Star® steel credit requirements which are outlined below:

REINVENTING

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GREEN STAR® CREDIT POINTS

OFF-SITE OPTIMA

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Green Building Council documentation requirements

• Documentation to demonstrate compliance with optimal fabrication techniques is required from the steel fabricator/reinforcement processor in the form of a short report on where optimal steel manufacturing techniques are claimed, the optimal off site fabrication techniques used in the building, and the quantities (by mass) of steel used in each optimal off site fabrication technique.

• OneSteel Reinforcing can confi rm pre-project by letter that it can meet the requirements, and will also complete the post-project GBCA Criteria 3 & 4 charts required for the project.

For more information on GBCA documentation visit www.gbca.com.au

• Off site optimal fabrication of reinforcing steel used in the building structure includes any combination of the design-driven fabrication techniques in the table (right) which optimise laps in mesh and spacing between bars, thereby reducing material and waste associated with reinforcing steel fabrication and use.

Off site optimal fabrication techniques*Optimisation Technique

Description

Engineered ReinforcingBar Carpet

Reinforcing bars fabricated off site for rolling out on site

Engineered/Customised Mesh

Run-to-length meshes, tailored meshes, high ductility meshes, special size meshes, engineered meshes, variable wire diameters and spacing

Prefabricated Reinforcing Cages

Prefabricated reinforcing cages for concrete elements such as slabs, walls, cores, columns, piles and beams

GBCA Table 2 – Off Site Optimal Fabrication Techniques for Reinforcing Steels

• Off site cutting and bending of bars to be hand-laid on site is not considered an optimal fabrication technique for the purpose of this credit

• Post-tensioning tendons are not counted in the reinforcing steel quantities.

*Source: GBCA Revised Green Star® Credit 24.08.10




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Mesh

ONEMESH® Square & Rectangular Mesh – Cross-sectional Areas

* SL53 and SL63 are 6 x 2.3 m

Note: Cross-sectional areas (mm2/m) shown in bold are average rather than minimum values that apply to meshes lap-spliced in accordance with AS 3600 : 2001 or AS 3600 : 2009. See Technical Note 6 Design to AS 3600 : 2001 of Suspended Concrete Floors Reinforced with Class L Mesh* at SRIA’s website www.sria.com.au for more design information.

Square Mesh* (SL) with edge lap wires Rectangular Mesh* (RL)

ONEMESH® Properties Slab Mesh (6 x 2.4 m)

SL53*

(WA Only)

SL63*

(WA Only)

SL52 SL62 SL72 SL82 SL92 SL102 SL81 RL718 RL818 RL918 RL1018 RL1118 RL1218

Cross-sectional

Area (mm2/m)

Longitudinal Wires

60 94 89141157

179190

227247

290303

354495

454495

358390

454495

581634

709774

899982

11121215

Cross Wires 60 94 89141152

179192

227243

290311

354380

454470

227243

227243

227243

227243

227243

227243

Sheet Mass (kg) 15 21 20 33 41 52 66 80 105 67 79 93 109 130 157

Lapped Splices for ONEMESH® Mesh in Tension or Compression

In AS 3600 : 2001, Clause 13.2.3 states that "the two outermost transverse wires of one sheet of mesh must overlap the two outermost transverse wires of the sheet being lapped," as shown below.

Overlap of ends of sheets (with overhang)

Overlap of sides of sheets

Overlap of side and end of sheets

The same requirements for full-strength tensile laps apply in Clause 13.2.3 of AS 3600 : 2009, but with additional criteria about the minimum spacing of transverse wires, which are all satisfi ed by using ONEMESH®.

ONEMESH® Trench Mesh – Cross-sectional Areas

Product CodeWidth(mm)

Mass(kg)

Longitudinal Wires*

No.Cross-sectional Area

(mm2)

L8TM200 200 7.0 3 136

L8TM300 300 9.1 4 181

L8TM400 400 11.2 5 227

L11TM200 200 13.5 5 227

L11TM300 300 17.8 4 360

L11TM400 400 22.0 5 450

L12TM200 200 15.8 3 334

L12TM300 300 21.2 4 445

L12TM400 400 26.5 5 556

* Standard length = 6 m

REINFORCING MESHReinforcing mesh is used in a variety of applications such as concrete pavements, fl ooring and precast concrete sections. The most suitable reinforcing mesh for these applications should be specifi ed by an engineer.




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Mesh

ONEMESH® Ribbed Rectangular Mesh AS/NZS 4671 – Class L

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (kg)

Dimensions(m)

RL718 Sheet 25 x 6.75 @ 100 30 x 7.6 @ 200 67 6 x 2.4

RL818 Sheet 25 x 7.6 @ 100 30 x 7.6 @ 200 79 6 x 2.4

RL918 Sheet 25 x 8.6 @ 100 30 x 7.6 @ 200 93 6 x 2.4

RL1018 Sheet 25 x 9.5 @ 100 30 x 7.6 @ 200 109 6 x 2.4

RL1118 Sheet 25 x 10.7 @ 100 30 x 7.6 @ 200 130 6 x 2.4

RL1218 Sheet 25 x 11.9 @ 100 30 x 7.6 @ 200 157 6 x 2.4

ONEMESH® Ribbed Square Mesh AS/NZS 4671 – Class L

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (kg)

Dimensions(m)

SL52 Sheet 10 x 4.77 @ 200+4 x 4 @ 100

30 x 4.77 @ 200 21 6 x 2.4

SL62 Sheet 10 x 6 @ 200+4 x 4.24 @ 100

30 x 6 @ 200 33 6 x 2.4

SL72 Sheet 10 x 6.75 @ 200+4 x 4.77 @ 100

30 x 6.75 @200 41 6 x 2.4

SL81 Sheet 25 x 7.6 @ 100 60 x 7.6 @ 100 105 6 x 2.4SL82 Sheet 10 x 7.6 @ 200

+4 x 5.37 @ 10030 x 7.6 @ 200 52 6 x 2.4

SL92 Sheet 10 x 8.6 @ 200+4 x 6 @ 100

30 x 8.6 @ 200 66 6 x 2.4

SL102 Sheet 10 x 9.5 @ 200+4 x 6.75 @ 100

30 x 9.5 @ 200 80 6 x 2.4

ONEMESH® Ribbed UTEMESH® AS/NZS 4671 – Class L

UTEMESH® has been specifi cally designed to conform to road traffi c authorities regulations in terms of transportation of oversize products. UTEMESH® can also be easily handled by one person using the appropriate lifting techniques. Now safer to handle with reduced fl ying ends (reduced to 20 mm). Up to 8% improved mesh cover through lap effi ciency across and along the sheet.

x Diameter (mm) x Spacing (mm) BSS

BRS

BUS

Visit your nearest branch or www.reinforcing.com

Ask us about larger size mesh to suit your project

Talk to OneSteel Reinforcing early in your project for producing larger size and customised mesh sheets

• Reduces lapping, cutting and waste• Suited to residential and commercial projects• Cut & Bent service and delivery to site available

made to size

Product Code

Std Unit Longitudinal Wires Cross Wires Mass (kg)

Dimensions (m)

SL62UTE Sheet 8 x 6 @ 200 20 x 6 @ 200 18 4 x 2

SL72UTE Sheet 8 x 6.75 @ 200 20 x 6.75 @ 200 23 4 x 2

SL82UTE Sheet 8 x 7.6 @ 200 20 x 7.6 @ 200 30 4 x 2




ONEMESH® Square Mesh 300 x 300 Spacing – Class L

Note: Only available in WA

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (kg)

Dimensions(m)

SL53 Sheet 6 x 5 @ 300 20 x 5 @ 300 14 6 x 2.3

SL63 Sheet 6 x 6 @ 300 20 x 6 @ 300 21 6 x 2.3

BSS1

Plain Square Mesh – Sheet

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (kg)

Dimensions(m)

F41 Sheet 25 x 4 @ 100 61 x 4 @ 100 29 6 x 2.4

F51 Sheet 25 x 5 @ 100 61 x 5 @ 100 45 6 x 2.4

BSSS

Plain Square Mesh – Roll

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (kg)

Dimensions(m)

F411 Roll 25 x 4 @ 100 601 x 4 @ 100 286 60 x 2.4

F41ST Roll 23 x 4 @ 100 601 x 4 @ 100 274.5 60 x 2.4

BSSR

Concrete Tank Mesh

Product Code

Std Unit

Mass (kg)

Dimensions (m)

F414 Sheet 13 4.5 x 1.4

F415 Sheet 15 5.4 x 1.4

These mesh sheets have been designed to suit various concrete tank manufacturers’ tank designs.

BST

Masonry Mesh

BPS

Product Code

Std Unit

Longitudinal Wires

Cross Wires

Mass (Kg)

Dimensions (mm)

MM50 Sheet 2 x 3.15 @ 50 10 x 3.15 @ 300 0.877 3000 x 50

BR100 Sheet 2 x 3.15 @ 100 10 x 3.15 @ 300 0.945 3000 x 100

BR150 Sheet 2 x 3.15 @ 150 10 x 3.15 @ 300 1.012 3000 x 150

Note: Only available in Darwin

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Mesh




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Trench Mesh AS/NZS 4671 – Class L Size 8

ProductCode

Std Unit

Longitudinal Wires

Mass (kg)

Dimensions (m)

L8TM200 Sheet 3 x 7.6 @ 100 6.8 6 x 0.2

L8TM300 Sheet 4 x 7.6 @ 100 9.2 6 x 0.3

L8TM400 Sheet 5 x 7.6 @ 100 11.6 6 x 0.4

L8TM500 Sheet 6 x 7.6 @ 100 13.9 6 x 0.5


ProductCode

Std Unit

Longitudinal Wires

Mass (kg)

Dimensions (m)

L11TM200 Sheet 3 x 10.7 @ 100 13.3 6 x 0.2

L11TM300 Sheet 4 x 10.7 @ 100 17.7 6 x 0.3

L11TM400 Sheet 5 x 10.7 @ 100 22.3 6 x 0.4

L11TM500 Sheet 6 x 10.7 @ 100 26.8 6 x 0.5



Product Code

Std Unit

LongitudinalWires

Mass (kg)

Dimensions (m)

L12TM200 Sheet 3 x 11.9 @ 100 15.8 6 x 0.2

L12TM300 Sheet 4 x 11.9 @ 100 21.2 6 x 0.3

L12TM400 Sheet 5 x 11.9 @ 100 26.5 6 x 0.4

L12TM500 Sheet 6 x 11.9 @ 100 31.9 6 x 0.5

Product Code

Std Unit

LongitudinalWires

Mass (kg)

Dimensions (m)

FTM16200 SHEET 3 X 15.9 @ 100 30.6 6 X 0.2

FTM16300 SHEET 4 X 15.9 @ 100 41.1 6 X 0.3

TRENCH MESHTrench Mesh is used to reinforce concrete beams constructed in ground for housing, industrial and commercial buildings for example. The most appropriate Trench Mesh for these applications should be specifi ed by an engineer.

BTS

BTS2

BTS3

IBNE




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HANDIMESH® Sheet – Galvanized

HANDIMESH®

HANDIMESH® Sheet – Black

Product Code

Length(m)

Width(m)

Line Wire(mm)

Cross Wires(mm)

Mass(kg)

B224 3 2.4 4 @ 50 4 @ 50 29

B234 3 2.4 4 @ 50 4 @ 75 24

B225 3 2.4 5 @ 50 5 @ 50 44

B235 3 2.4 5 @ 50 5 @ 75 38

B445A 3 2.4 5.6 @ 100 5.6 @ 100 29

HANDIMESH® Sheet – Handi Size Galvanized

ProductCode

Length(m)

Width(m)

Line Wire(mm)

Cross Wires(mm)

Mass(kg)

G112AHS 2 1.2 2.5 @ 25 2.5 @ 25 8

G122AHS 2 1.2 2.5 @ 25 2.5 @ 50 6

G234HS 2 1.2 4 @ 50 4 @ 75 8

G224HS 2 1.2 4 @ 50 4 @ 50 10

G444HS 2 1.2 4 @ 100 4 @ 100 5

HANDIMESH® is a range of general purpose welded mesh products. Its uses range from simple domestic applications to commercial and industrial projects.

Our Handi Size sheets are made for people who are doing smaller jobs and don’t need our full size sheets. Less waste = Less cost.

Ideal for:

• Pet enclosures• Garden arches• Security screens• Wine racks• Storage bins

• Fishpond covers• Shelving• Guarding equipment• Fencing• Trailer enclosures

PGG

PG

PGHG

Product Code

Length(m)

Width(m)

Line Wire(mm)

Cross Wires(mm)

Mass(kg)

G112A 3 2.4 2.5 @ 25 2.5 @ 25 23

G122A 3 2.4 2.5 @ 25 2.5 @ 50 17

G113 3 2.4 3.15 @ 25 3.15 @ 25 36

G123 3 2.4 3.15 @ 25 3.15 @ 50 27

G234 3 2.4 4 @ 50 4 @ 75 24

G235 3 2.4 5 @ 50 5 @ 75 38

G224 3 2.4 4 @ 50 4 @ 50 29

G225 3 2.4 5 @ 50 5 @ 50 44

G445 3 2.4 5 @ 100 5 @ 100 23

G445A 3 2.4 5.6 @ 100 5.6 @ 100 29

G465A 3 2.4 5.6 @ 100 5.6 @ 150 24.3




Sto

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rural mesh

IRONBARK® Stockyard Mesh Sheet – Galvanized

HANDIMESH® Sheet - Handi Size Galvanized

IRONBARK® Stockyard Mesh Sheet – Black

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STG5109 6 0.9 100 250 5 13

STG51011 6 1.1 100 250 5 15

STG569 6 0.9 100 150 5 15

STG5611 6 1.1 100 150 5 18

Product Code

Length (m)

Width (m)

Line Wire (mm)

Cross Wires (mm)

Mass(kg)

G112AHS24 2.4 1.2 2.5 @ 25 2.3 @ 25 9

G122AHS24 2.4 1.2 2.5 @ 25 2.3 @ 25 7

G224HS24 2.4 1.2 4 @ 50 4 @ 50 12

G234HS24 2.4 1.2 4 @ 50 4 @ 75 10

G444HS24 2.4 1.2 4 @ 100 4 @ 100 6

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STB8812 6 1.2 100 150 8 46

STB8814 6 1.4 100 200 8 51

OSG

PGHGE

OSL

OS

IRONBARK® Stockyard Mesh – Large Galvanized

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STHG8812 6 1.2 100 200 8 45

STG5615 6 1.5 150 150 5 24

OSGL

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STB569 6 0.9 100 150 5 15

STB5611 6 1.1 100 150 5 18




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IRONBARK® Stockyard Mesh Roll – Black

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STB569R 30 0.9 100 150 5 73

STB5611R 30 1.1 100 150 5 88

OSR

IRONBARK® Stockyard Mesh Roll – Galvanized

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Wire Dia (mm)

Mass(kg)

STG5109R 30 0.9 100 250 5 63

STG51011R 30 1.1 100 250 5 76

STG569R 30 0.9 100 150 5 75

STG5611R 30 1.1 100 150 5 90

STG5615R 60 1.5 150 150 5 194.5

OSGR

rural mesh

IRONBARK® Farm Gate Infi ll – Galvanized

Product Code

Length(m)

Height(m)

Horizontal Spacing

(mm)

VerticalSpacing

(mm)

Mass(kg)

FGI8 2.35 1.1 100 195.5 7

FGI10 2.95 1.1 100 196.4 8

FGI12 3.55 1.1 100 197 10

FGI14 4.15 1.1 100 197.4 11

FGI16 4.65 1.1 100 197.7 13

OGG

Mesh for small projectseshh fffor smalll projjjeMMeNEW and improved

Easy to handle & legal to transport 4 m x 2 m mesh sheets.

• New design with reduced fl ying ends (from 100 to 20 mm)

• Up to 8% improved mesh cover through lap effi ciency across and along the sheet

• Ideal for driveways, paths and smaller concreting jobs

Call into your nearest branch or visit www.reinforcing.com

™eco mesh




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Wire

Straightened Wire – Black

ProductCode

Length(m)

Mass (kg/m)

Length*(m/t)

W4C 6 0.1 10140

W5C 6 0.15 6490

W6C 6 0.25 4500

W7C 6 0.31 3310

W8C 6 0.40 2530

W10C 6 0.62 1580

LCD

Straightened Wire AS/NZS 4671 – Class L Black Ribbed

ProductCode

Mass (kg/m)

Length*(m/t)

RW6.00C 0.22 4500

RW6.75C 0.28 3560

RW7.60C 0.37 2810

RW8.60C 0.45 2190

RW9.50C 0.56 1800

LCR

Straightened Wire – Galvanized

LCG

ProductCode

Mass (kg/m)

Length*(m/t)

GW4C 0.1 10410

GW5C 0.15 6490

GW5.6C 0.19 5170

GW6C 0.22 4500

GW8C 0.4 2530

Need more technical data? NEW REODATA 4.0

Available Now!

To receive your FREE copy, call into your nearest branch or visit www.reinforcing.com

3

www.reinforcing.com | www.reinforcing.tv 3

Along with REODATA, we also have a range of reinforcing essentials, guides and resources that will benefit your next project including:

REOWORKS – comprehensive CD and DVD combination for everything on REO including case studies, videos and technical data.

REO CALCULATOR – for steel reinforcement area calculations.

REO WIRE GAUGE – for measuring REOMESH® wire diameters.

REO BAR GAUGE – for measuring REBAR diameters.

NATIONAL PRODUCT & SERVICES CATALOGUE – the most comprehensive guide to reinforcing available anywhere today.

REINFORCING.COM – the online resource for products, technical data, case studies and testimonials that’s right at your fingertips.

REINFORCING.TV – our YouTube™ channel where you can see our products and services in action and listen to our customers talking about the benefits they get from using our reinforcing solutions.

To keep you up to date on all our reinforcing products, visit the ‘Register for Updates’ page at www.reinforcing.com

b h i it i f i

ooorrrcccciinnngg..tv

Along with REODATA, we also have a range of reinforcing essentials, uides and resources that will benefit your next project including:

DVD combination for

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guides and resources tha

REOWORKS – comprehensive CD and DVD combination foeverythingeverytheveveryverything oerything oything oeverythieverythveryveerytheerything oeverytheverythveerythinereveryeverytryythinytheverythytthinthing eve t g n REO including case studies, videosideos and technicand technicand techniccal dataal datataaal data.al datatdataal dataatadataaata.atdattaatadataal data.ata.dataal ddd a.

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REREREOOO BBAAAARRRR GGGRRRRR GRRRRRRRR GRRRRR GAUGE – for measuring REBAR diameters.

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ESSENTIAL TECHNICAL DATA ON STEEL REINFORCEMENT

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* Approximate

* Approximate

* Approximate




Re

info

rcing

Bar

Standard Ligature

Product Code

No. Per Bundle

Dimensions(mm)

R6F2015 10 200 x 150

R6F3015 10 300 x 150

R6F4015 10 400 x 150

R6F2020 10 200 x 200

R6F2520 10 250 x 200

R6F3020 10 300 x 200

R6F3520 10 350 x 200

R6F4520 10 450 x 200

R6F3025 10 300 x 250

R6F4025 10 400 x 250

R6F3030 10 300 x 300

R6F3530 10 350 x 300

R6F4030 10 400 x 300

R6F4530 10 450 x 300

R6F4020 10 400 x 200

R6F4035 10 400 x 350

R6F4540 10 450 x 400

Used to form footing cages and provide shear reinforcement in concrete beams. Available to suit a wide range of footing beam sizes.

ARFE

accessoriesconcrete&building

Standard Ligature

Product Code

No. Per Bundle

Dimensions(mm)

R10F2020 10 200 x 200

R10F3020 10 200 x 300

R10F3030 10 300 x 300

R10F3520 10 200 x 350

R10F4020 10 200 x 400

ARFE5

Non-standard Ligatures

Product Code Length Mass (kg/m)

Length (m/t)

W6F Various 0.25 4090



Z-Bar provide a positive connection between the slab and the footing beam reinforcing.

LPF




Fabricate

d Z

Cag

es

Fabricated Z Cage – Class N Bar

Fabricated Z Cage – Class L Wire

ProductCode

No. of Bars

Height(mm)

Width(mm)

ZC4Y 4 x N12 200 200

ZC12435 4 x N12 350 150

ZC9Y 6 x N12 300 200

ZC10Y 6 x N12 400 200

ZC12635 6 x N12 350 150

ZC11Y 6 x N12 500 200

ZC16Y 6 x N16 500 200

Product Code

No. of Wires

Height(mm)

Width(mm)

ZC111 6 x RW10.70 200 200

ZC711 6 x RW10.70 300 200

ZC811 6 x RW10.70 400 200

ZC11 8 x RW10.70 200 300

ZC18 8 x RW10.70 300 300

IBZC

ILCZ

• Z Cages provide reinforcing for various concrete strip footing applications.


Footing Bars — Z Bar

ProductCode

No. Per Bundle

Dimensions(mm)

R10Z203030 25 200 x 300 x 300

R10Z203530 25 200 x 350 x 300

R10Z204030 25 200 x 400 x 300

R10Z204530 25 200 x 450 x 300

R10Z2032 25 200 x 320 x 200

Z-Bar provide a positive connection between the slab and the footing beam reinforcing.ARFE3

Reduce Your Slab Costs• Fixed square metre price

• Reduces on-site labour requirements

• The Waffl e Slab package includes: Plastic sheeting, Polystyrene waffl e pods, Spacers, Reinforcing bars, ONEMESH®, Tie wires, Bar chairs and Tape





PO

OL

ST

EE

L®

FREE REO Bar Gauge• Confi rm key REBAR sizes for N10, N12, N16, N20,

N24, N28 and N32.

• Ideal for builders, architects, engineers and certifi ers.

Visit www.reinforcing.com to obtain yours today!

POOLSTEEL® (S12) 250N Grade

Product Code

Mass(kg/m)

Stock Lengths(m)

Length(m/t)

S12S 0.91 6 183

S12S 0.91 9 122

POOLSTEEL® is specifi cally designed for use in pools and complies with AS 2783 : 1992. Use of reinforced concrete for small swimming pools and AS/NZS 4671 : 2001. Steel reinforcing materials.

Benefi ts• 250N Grade 12 mm diameter steel• Made in Australia by OneSteel• Flexibility in pool designs• Independently certifi ed by ACRS• Gives concrete strength and crack control• Proven in 1000’s of pools

APS

Footing Cages

L8TM Top & Bottom L11TM Top & Bottom L12TM Top & Bottom

8TM200 Top &

11TM200 Bottom

Cage Width (mm)

Depth (mm) Product Code 200 300 200 300 200 300 200

200SE QLD ZC18A ZC12 ZC111 ZC11 - - -

NSW 8ZC2020 8TC3020 11ZC2020 11TC3020 12ZC020 - -

300SE QLD ZC210 ZC17 ZC711 ZC18 ZC9Y - ZC7A

NSW 8ZC2028 8TC3030 11ZC2028 11TC3030 12ZC2028 12TC3028 -

400SE QLD ZC310 - ZC811 ZC20 ZC10Y - -

NSW 8ZC2040 - 11ZC2040 - 12ZC2040 - -

Note: Standard length = 6 m




AC

RS

OneSteel Reinforcing REOMESH® & REBAR are ACRS accredited

Relevant Concrete Construction Standards

ACRS – The Australian Certifi cation Authority forReinforcing Steels • ACRS is an independent third party assessment body which

checks Reinforcement for compliance to AS/NZS 4671, Steel reinforcing materials

• It tests both the steel supplied by the steel mills in Australia & overseas to Australian reinforcing mesh manufacturers, and the fi nished REBAR and REOMESH® products delivered to builders and concreters

• ACRS certifi cation independently confi rms the Standards compliance of the materials you buy

• Ask for proof that the reinforcing mesh you are supplied complies with AS/NZS4671, Steel reinforcing materials

• The easiest way to check this is ask to see your supplier’s ACRS certifi cate.

Full details of ACRS can be found at acrs.net.au

Does reinforcing bar and mesh comply with Australian Standards?• Commercial buildings, bridges, civil structures, house slabs,

patios, extensions, driveways, footpaths, etc. must be built with steel reinforcement with the correct chemical and mechanical properties.

• Not all REBAR and REOMESH® meets Australian Standards. Materials are sourced widely in Australia and from overseas, and manufactured to varying standards, so you need to check and be sure of what you are getting or specifying.

• There are potentially serious consequences of using non-compliant materials. For example: serviceability (excessive cracking or defl ections due to poor bond); ultimate (reduced strength and safety due to low yield stress or inadequate ductility).

• Australian Standards require steel reinforcement to have the necessary chemical and mechanical properties, strength and level of ductility appropriate to the engineering design assumptions on which they are based.

• The Building Code of Australia (BCA) references Australian Standards. ACRS certifi ed steel reinforcing materials comply with the relevant Australian Standards and therefore the BCA.

Relevant Concrete Construction Standards:Commercial, Civil, IndustrialAS/NZS 4671 : 2001 Steel reinforcing materials• Specifi cation of Steel bars, wire and mesh for use in reinforced

concrete structures that have been designed in accordance withAS 3600 : 2001 or AS 3600 : 2009.

• Amendment 1: 2003 refers to latest ISO Standards, etc.• 250 & 500 MPa, Class N & L reinforcing bar and mesh.AS 3600 : 2009 Concrete structures• Design and detailing of concrete structures and elements, with

or without steel reinforcement or prestressing tendons, based on the principles of structural engineering mechanics.

• Previous version referenced in BCA published in 2001,i.e. AS 3600 : 2001 not expected to be withdrawn until July 2012.

• References AS/NZS 4671.• Amendment 2, 2004 provided modifi ed rules for the design of

Class L steel in fl oors.• AS 3600 : 2009 published December 2009: Amendment 1, 2010

contains mainly typographical corrections.AS 5100.5 : 2004 Bridge design: Concrete• Minimum requirements for the design and construction of

concrete bridges and associated structures including members that contain reinforcing steel and tendons, or both.

• Although AS 5100.5 closely follows the design rules of AS 3600. There are some differences in regard to the detailing of reinforcing steel in concrete elements. Recent developments in AS 3600 : 2009 have yet to be considered.

AS/NZS 1170 : 2002 Structural design actionsPart 1: Permanent, imposed and other actions (Loading code)• Specifi es permanent, imposed, static liquid pressure, ground

water, rainwater ponding and earth pressure actions to be used in the limit state design of structures and parts of structures.

• Ref AS/NZS 1170 - Loading Standards.• Amendments 1 & 4 - April 2005.AS 2327.1 : 2003 - Composite structuresPart 1: Simply supported beams• Sets out minimum requirements for the design, detailing and

construction of simply supported composite beams composed of a steel beam and a concrete slab interconnected with shear connectors, including applications where the slab incorporates profi led steel sheeting.

• The main changes are related to the design of shear connectors, stud location, distinction between open and closed rib profi les, 500 MPa longitudinal shear reinforcement and some new reference material.

AS 1554.3 : 2008 Part 3: Welding of reinforcing steels• The welding of reinforcing steel used in concrete structures that

are designed and constructed in accordance with AS 3600.• Reference: AS/NZS 4671.AS 110O-Part 501 : 2002 - Technical drawing - Structural engineering drawing• This Standard references AS/NZS 4671 : 2001 and thus covers

the use of 500 MPa reinforcing bar and mesh.

Relevant Concrete Construction Standards: Residential Housing Slabs, Concrete Pavements, Pools, Driveways, Patios, House Extensions, Footpaths, etcAS/NZS 4671 : 2001 Steel reinforcing materials• Specifi cation of steel bars, wire and mesh for use in reinforced

concrete structures that have been designed in accordance with AS 3600 : 2001 or AS 3600 : 2009.

• 250 & 500 MPa. Class N & L reinforcing bar and mesh.• Supersedes AS 1302, 1303 & 1304. Amendment - 1 June 2003.AS 3727 : 1993 Guide to residential pavements• Guidelines for the selection and construction of pavements

associated with residential buildings consisting of single houses or multiple dwellings in medium density housing development.

• Recommends mesh sizes for concrete slabs, depending on the service requirements.

• Loading categories - foot traffi c, light and medium vehicles,as well as joint spacing.

AS 2870 : 2011 Residential slabs and footings – Construction• This standard covers slab on ground for housing.• Classifi cation of a site and the design and construction of a

footing system for a single dwelling house, townhouse or the like which may be detached or separated by a party wall or common wall, but not situated vertically above or below another dwelling.

• Treats Class N and L reinforcing steels as fully equivalent to each other as main or secondary reinforcement.

• Previous version referenced in BCA published in 2001,i.e. AS 2870 : 1996.

AS 2783 : 1992 Use of reinforced concrete for small swimming pools• Structural design and construction of reinforced concrete pools• References AS 3600 & AS 3735 - Concrete structures for

retaining liquids.




SR

IA

Steel Reinforcement Institute of Australia (SRIA) Technical Notes

OneSteel Reinforcing is proud to be a member of the SRIA. The following Technical Notes are available for download from the SRIA website.

Technical Note 1: Surface Condition of Steel Reinforcement

Technical Note 2: Substitution of N12 Rebar as AS 2870 Residential Slabs & Footings

Technical Note 3: Restrictions on the Use of Wire Bar Chairs

Technical Note 4: Fabrication and Site Handling of Reinforcing Bars

Technical Note 5: Guidelines for Economical Assembly of Reinforcement

Technical Note 6: Design to AS 3600 : 2001 of Suspended Concrete Floors Reinforced with Class L Mesh

REBAR & REO WIRE Product Designations

AS/NZS 4671*

Designation

OneSteel Designation**

Yield Stress (MPa)

Ductility Class***

Product Description

Source Material Type Size Range

D5OON_ N_ 500 NHot rolled

deformed rebar (500PLUS® REBAR)

TEMPCORE® (TC)MICROALLOY (MA)

CONTISTRETCH (CS)

N12 – N40 straight stock lengths

N10, N12, N16 off coil

R250N_ R_ 250 N Hot rolled round rebar Mild SteelR6, R10, R12 off coilR16 – R28 straight

stock lengths

D25ON_**** S_ 250 NHot rolled deformed rebar (POOLSTEEL®)

Mild Steel S12 – straights

D5OOL_ RW_ 500 L Cold rolled ribbed wire Mild Steel RW5 – RW12 off coil

R5OOL_ W_ 500 L Cold drawn round wire Mild Steel W4 – W12 off coil

* AS/NZS 4671 : 2001 Steel reinforcing materials, D = Deformed, R = Round, N = Normal Ductility, L = Low Ductility

** _ indicates bar diameter (mm), N = Normal, R = Round, S = Structural, RW = Ribbed Wire, W = Wire

*** Uniform Strain Limits N : Normal (≥5%) L : Low (≥1.5%)

**** POOLSTEEL®

Reduce your steelfi xingPrefabrication takes the steelfi xing of major structural components such as piles, ground beams, pad footings, columns, beams, arches and lattice girders off the critical path.


PREFAB

www.sria.com.au




RE

BA

R &

RE

OM

ES

H®

REBAR & REOMESH® – Identifi cation markings

Identifi cation markings are rolled into the different types of REBAR and the wire in REOMESH® so the manufacturing facility of origin and steel type can be identifi ed.

The identifi ers for REBAR have been standardised as a combination of horizontal marks placed between the ribs at intervals as shown on the right:

The identifi ers for REOMESH® have been standardised as a combination of horizontal and diagonal marks placed between the ribs at intervals. Before 2010, OneSteel Reinforcing rolled the word ‘one’ into wire for REOMESH®.

TEMPCORE

REBARMICROALLOY

REBAR

CONTISTRETCH

REBAR

500N TEMPCORE (TC)

500N MICROALLOY (MA) CONTISTRETCH

500N TEMPCORE (TC)

250N S12 POOLSTEEL

500N MICROALLOY (MA)

Reinforcing wire/mesh identifi ers for manufacturing facilitiesAS/NZS 4671 Grade 500L: 5 – 12 mm

Brisbane - Acacia Ridge™ - / -

Sydney – Revesby™ - /

Melbourne – Sunshine™ // -

Perth – Forrestfi eld™ - - /

REBAR

Sydney Bar Mill

Newcastle Rod Mill

Laverton Bar Mill Laverton Rod Mill

made to size




RE

BA

R &

RE

OM

ES

H®

500PLUS® REBAR Detailing Information

Cross-sectional area (mm2)

Bar diameter (mm)

Number of Bars 10 12 16 20 24 28 32 36 40

1 78 113 201 314 452 616 804 1020 1260

2 156 226 402 628 904 1232 1608 2040 2520

3 234 339 603 942 1356 1848 2412 3060 3780

4 312 452 804 1256 1808 2464 3216 4080 5040

5 390 565 1005 1570 2260 3080 4020 5100 6300

6 468 678 1206 1884 2712 3696 4824 6120 7560

7 546 791 1407 2198 3164 4312 5628 7140 8820

8 624 904 1608 2512 3616 4928 6432 8160 10080

9 702 1017 1809 2826 4068 5544 7236 9180 11340

10 780 1130 2010 3140 4520 6160 8040 10200 12600

Mass (kg/m)* 0.632 0.910 1.619 2.528 3.640 4.955 6.471 8.190 10.112

Min. Hole Dia. (mm)** 12 15 20 25 29 34 39 44 49

* – Invoice weight - includes rolling margin of 2.5%

** – Minimum hole diameter for clearance

* Measure centre-to-centre

Cross-sectional area (mm2)

Bar diameter (mm)

Bar Spacing* (mm) 10 12 16 20 24 28 32 36 40

100 780 1130 2010 3140 4520 6160 8040 10200 12600

125 624 904 1608 2512 3616 4928 6432 8160 10080

150 520 753 1340 2093 3013 4107 5360 6800 8400

175 446 646 1149 1794 2583 3520 4594 5829 7200

200 390 565 1005 1570 2260 3080 4020 5100 6300

225 347 502 893 1396 2009 2738 3573 4533 5600

250 312 452 804 1256 1808 2464 3216 4080 5040

275 284 411 731 1142 1644 2240 2924 3709 4582

300 260 377 670 1047 1507 2053 2680 3400 4200

REBAR



PREFAB




RE

BA

R &

RE

OM

ES

H®

Application Allowable Deviation

Position controlled by cover

Beams, slabs, columns and walls -5, +10 mm

Slabs on ground -10, +20 mm

Footings cast in ground -10, +40 mm

Position not controlled by cover

End of reinforcement 50 mm

Spacing of bars or fi tments in walls, slabs, beams or columns

10% of the specifi ed spacing or15 mm whichever is greater

Note: A positive value indicates the amount the cover may increase and a negative value indicates the amount the cover may decrease relative to the specifi ed cover.

Positioning Tolerances for Reinforcement to AS 3600 : 2009

Processing Tolerances for Reinforcement to AS 3600 : 2009

In accordance with Clause 17.5.3:

The nominal internal diameter of a reinforcement bend or hook shall be taken as the diameter of the pin aroundwhich the reinforcement is bent. The diameter of the pin shall be not less than the value determined from the table as appropriate. Note: TEMPCORE®, MICROALLOY and CONTISTRETCH and all galvanized rebar have differing recommended bending pin diameters.

* Must be indicated on drawing that bars are to be straightened or rebent.

• OneSteel Reinforcing recommends that 500PLUS® TEMPCORE® be used in such situations for use as pull-out bars rather than MICROALLOY or CONTISTRETCH rebar.

Standard Processing Tolerances:

Product UseProduct

ToleranceAllowable

On any overall dimension for bars or mesh except where used as a fi tment

≤ 600 mm overall

-25, +0 mm

≥ 600 mm overall

-40, +0 mm

On any overall dimension for bars or

mesh used as a fi tment

Deformed bars and mesh

-15, +0 mm

Plain round bars and wire

-10, +0 mm

For offset dimensionof a cranked bar

-0, +10 mm

REBAR

Calculating Reinforcing & Accessory Quantities

Accessories in REOMESH® Mesh Round Up: Slab Area (m2) ÷ 12.5 = No. of 6 x 2.4 m Sheets Bar Chairs: Slab Area (m2) ÷ 0.56 = No. of bar chairs Polythene Film: Slab Area (m2) ÷ 180 = No. of 200 m2 rolls Duct Tape: 2 rolls per 200 m2 roll polythene fi lm

Accessories in REBAR Bar Chairs: Slab area (m2) ÷ 0.56 = No. of bar chairs Tie Wire: 3 kg per tonne of REBAR (for bar sizes above 20 mm) 1.5 kg per tonne of REBAR (for bar sizes up to 20 mm)

Accessories in Strip Footings Trench Mesh: Footing Length (m) ÷ 5.4 = No. of 6 m lengths Prefab Cages: Footing Length (m) ÷ 5.4 = No. of 6 m cages Support Chairs: 7 chairs per 6 m length

REBAR No. of Bars: Round Up ( Coverage Length (m) ) + 1 Bar Spacing (m) Bar Length: Concrete dimension (mm) – ∑ {cover each end (mm)} Stock Bars: Allow for lapping of bars when calculating No. of Bars

Spirals Diameter: Concrete dimension (mm) – cover each side (mm) Pitch: Specifi ed on drawing. Maximum of half diameter of spiral No. of Turns: Round Up ( Coverage Length (m) ) + 3 ( Pitch (m) )




Standard Hooks & Cogs to Clause 13.1.2.7 of AS 3600 : 2009

Minimum Dimensions:

D500N bar diameter, db (mm)

Pin diameter factor, fp

*

180o hook 135o hook 90o coga

(mm)b

(mm)c

(mm)

104 for fi tments 100 120 140

5 105 130 155

124 for fi tments 110 130 155

5 115 145 170

164 for fi tments 120 150 185

5 130 165 205

204 for fi tments 140 180 220

5 150 200 245

244 for fi tments 170 220 265

5 180 240 295

28 5 210 280 345

32 5 240 320 395

36 5 270 355 440

40 5 300 395 490

500PLUS® REBAR Standard Hooks and Cogs

In accordance with Clause 13.1.2.6 of AS 3600 : 2009, a standard hook or cog provides half of the tensile development length for that end of the bar, measured from the outside of the hook/cog. In accordance with Clause 13.1.2.7, their details are as follows.

Standard Hook

A hook consisting of a 180o bend around the appropriate pin complying with Clause 17.2.3.2 with a straight extension of 4db or 70 mm, whichever is greater, or a hook consisting of a 135o bend with the same internal diameter and length as for a hook with a 180o bend

Standard CogA cog consisting of a 90o bend around the appropriate pin complying with Clause 17.2.3.2 but not greater than 8db and having the same total length as required for a 180o hook of the same diameter bar

REBAR

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REREREOOO BBAAAARRRRR GGGRRRRR GRRR GRRRRRRRR RR GAUGE – for measuring REBAR diameters.

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Minimum Dimensions for Standard Shapes Processed to AS 3600 : 2009

Minimum Dimensions (mm) for R Rebar Standard Shapes that can be processed complying with AS 3600 : 2009

The pin sizes used in this table are for mild steel bars, which are not to be subsequently straightened or rebent. Values indicated are a guide only and may vary depending on equipment of supply locations. Some values are governed by processing equipment rather than minimum code requirements. If you require a shape smaller than indicated please contact your OneSteel Reinforcing representative for possible alternatives.

Rebar Type and Size

Code Pin Size

4db 5db 5db 5db 5db - 3db

a b a a a a a a

R6 165 40 200 80 90 80 150 150

R10 175 60 230 130 150 130 170 180

R12 185 75 250 155 160 155 200 195

Minimum Dimensions for Standard Shapes Processed to AS 3600 : 2009

Minimum Dimensions (mm) for Class N 500PLUS® REBAR standard shapes that can be processed

complying with AS 3600 : 2009

Rebar Type and Size

Code Pin Size

5db 5db 5db 5db 5db - 4db

a b a a a a a a

N10 130 80 170 130 150 130 400 140

N12 135 95 190 160 160 155 400 160

N16 150 125 220 210 210 210 420 210

N20 175 155 260 260 260 260 500 260

N24 205 185 315 315 315 315 550 315

N28 235 220 365 365 365 365 600 365

N32 265 250 420 420 420 420 800 420

N36 295 280 470 470 470 470 1000 -

N40 325 310 520 520 520 520 1200 -

The pin sizes used in this table are for hot-rolled deformed bars, which are not to be subsequently straightened or rebent. Values indicated are a guide only and may vary depending on equipment of supply locations. Some values are governed by processing equipment rather than minimum code requirements. If you require a shape smaller than indicated please contact your OneSteel Reinforcing representative for possible alternatives.

REBAR

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FREE REOWORKS CD/DVD!The ultimate reinforcing essential that has everything you need to know about ‘REO’.

• Case Studies and Videos• Design Guides, Product Brochures and more…

Call into your nearest branch or visit www.reinforcing.com for a copy today!oday!

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Processing 500PLUS® REBAR and Wire to AS 3600 : 2009

Technical Note

Rebar Bending and Rebending / Straightening Standard names and use:

• Bending of 500PLUS® REBAR should be carried out in accordance with Clause 17.2.3 of AS 3600 : 2009

• If engineers/builders request pin diameters smaller thanthose required by AS 3600, such bends can only be suppliedif the engineer gives written approval to the order.

• Rebending 500PLUS® REBAR on site – due to limitations of adequate rebending facilities on site, we recommend that the customer’s attention is drawn to the guidelines set out in AS 3600 and in the OneSteel Reinforcing 500PLUS® technical notes.

• Care must be taken when bending, straightening or rebending is performed on a construction site to ensure that the bend radii are not formed below the prescribed minimum sizes in AS 3600.

• OneSteel Reinforcing recommends that 500PLUS® TEMPCORE® be used in such situations for use as pull-out bars rather than MICROALLOY or CONTISTRETCH rebar.

Bending Reinforcing Bars to Clause 17.2.3.2:

Product Use Product Type Pin Size

(a) Fitments Ribbed or round Grade 500

wire & Grade 250 rebar3db

D500N bars 4db

(b) Reinforcement that is to be

galvanized or epoxy coated

(before or after bending)

≤ 16 mm diameter 5db

≥ 20 mm diameter 8db

(c) Reinforcement in which the bend

is intended to be straightened

or rebent

≤ 16 mm diameter 4db

20 mm or 24 mm diameter 5db

≥ 28 mm diameter 6db

(d) Other than specifi ed in (b)

or (c)Reinforcement of any grade 5db

REBAR

Bending & Rebending 500PLUS® REBAR

Diameter(mm)

AS/NZS 4671 Requirements

AS 3600 Requirements

TEMPCORE® 500PLUS® Capability

MICROALLOY & CONTISTRETCH

500PLUS® Capability

Galvanized Bars*

≤ 16 4db @ 90 deg5db generally, but 4db for fi tments

2db @ 180 deg 3db @ 180 deg 5db @ 180 deg

≥ 20 4db @ 180 deg5db generally, but 4db for fi tments

3db @ 180 degNot

produced8db @ 180 deg

* The bending limits shown in this column have been specifi ed in AS 3600 to minimise spalling of the galvanized coating.

A number of situations may arise where bars must be bent or rebent on site, or where pre-bent bars must be straightened.

For smaller diameter bars (i.e., 10, 12 & 16 mm), this is preferably performed at ambient temperature, as this has the least effect on steel properties.

In accordance with Clause 17.2.3.1 of AS 3600 : 2009, to cold bend D500N bars not exceeding 16 mm in diameter:

• The initial bend should be performed around a mandrel or former of diameter not less than 4db;

• Do not use impact blows to bend or rebend the steel; and

• Take care to minimise mechanical damage to the bar surface and visually inspect rebent area for cracks.

Diameter (mm)

TEMPCORE® 500PLUS® Capability

500PLUS®

MICROALLOY or CONTISTRETCH

Capability

AS 3600 Limits

≤ 16 2db @ 180 deg 3db @ 180 deg 4db

20 ≤ db ≤ 24 3db @ 180 deg Not produced 5db

28 ≤ db ≤ 36 6db - 6db

For larger diameter bars, the application of heat (e.g. from an acetylene fl ame) may be used to reduce the bending force, but a reduction in bar strength may result. Ref: AS 3600 : 2009 Clause 17.2.3.1(b)

Further details on bending/rebending and welding 500PLUS® REBAR can be found at www.reinforcing.com

A pipe must not be used to make the initial bend, or to rebend back past the straight position. Rebending of bars that have been bent prior to galvanizing is not recommended, as cracking on the inside of the original bend may result.

Rebending or straightening should be performed using a powered bending tool, or a pipe with an internal diameter not greater than 2x the nominal bar diameter.

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Heating & Welding 500PLUS® REBAR

After heating, the resultant ambient temperature properties of reinforcing steels may be signifi cantly altered. This is an important consideration if heat has been applied to assist with bending bars through welding or the effect of fi re. To effectively control the temperature during the heating or welding process the use of temperature control crayons is recommended.

Heating Heating should be avoided if the original bar properties are required. Bending should always be around a former of the appropriate size (refer processing to AS 3600).

AS 3600 : 2001 states in Clause 19.2.3.1 and AS 3600 : 2009 in Clause 17.2.3.1 that reinforcement may be bent hot, provided that all of the following are complied with:

i) the steel is heated uniformly through and beyond the portion to be bent

ii) the temperature of the steel does not exceed 600oC

iii) the bar is not cooled by quenching

iv) if during heating the temperature of the bar exceeds 450

oC, the characteristic yield stress (fsy) of the steel

after bending shall be taken as 250 MPa.

Welding 500PLUS® REBAR produced by the TEMPCORE® process and microalloyed and CONTISTRETCH® 500PLUS® coiled rebar has a maximum carbon equivalent (Ceq) of 0.44 and, as such, requires no preheating prior to welding.

Preheating is not required when bars are welded in accordance with the AS/NZS 1554.3 : 2002, Structural steel welding. Part 3 : Welding of reinforcing steels. Hydrogen controlled electrodes are required for all weld types, and matching strength electrodes are required for butt welds.

Note: Some types of welded splices can reduce the ductility of the connected bars.

Threading 500PLUS® REBAR

Threaded 500PLUS® REIDBAR™

The design tensile capacities of fi ne-threaded 500PLUS® REBAR can be determined in accordance with AS 4100*. Based on the results of testing, fi ne-threaded 500PLUS® REBAR has a reduced characteristic yield stress equal to 75% of the normal characteristic yield stress (500 MPa) and a reduced characteristic tensile strength equal to 85% of the normal characteristic tensile strength (540 MPa) based on the thread stress area. It follows that OneSteel Reinforcing 500PLUS® REBAR when cut with AS 1275** metric threads and fi tted with AS 1112*** Property Class 5 nuts, has the values of design tensile capacity specifi ed in the adjoining table. These design tensile capacities are based on the effective tensile stress areas (As) from AS 1275**, a strength reduction factor φ = 0.8 and a characteristic tensile strength equal to 0.85 x 540 = 459 MPa.

Bar Diameter

(mm)

Normal Thread

Size

Stress Area

(mm2)

500PLUS® REBAR

Design Tensile Capacity (kN)

N12 M10 58 21N16 M12 84 31N20 M16 157 58N24 M20 245 90N28 M24 353 130N32 M30 561 205N36 M33^ 694 255N40 M36 817 300

500PLUS® REIDBAR™ is a hot-rolled, continuously coarse-threaded steel reinforcing bar that complies with the requirements in AS/NZS 4671 for Class N reinforcing.

When used in conjunction with accessories, it offers the designer fl exibility to overcome challenging design or buildability issues. These tables list the material properties and the common accessories available for 500PLUS® REIDBAR™. A 500PLUS® REIDBAR™ Design Guide and case studies are available from OneSteel Reinforcing or www.reinforcing.com

CouplerThreaded Insert**

Grout Sleeve

Nut***

RB12C RB12TI – RB12NRBA16C RBA16TI RBA16GS RBA16NRBA20C RBA20TI RBA20GS RBA20NRB25C RBA25TI RBA25GS RB25NRB32C RBA32TI RBA32GS RB32N

All accessories, except nuts, develop the breaking strength of 500PLUS® REIDBAR™. The load that a threaded insert can provide is dependent on its anchorage (refer to REIDBAR™ Design Guide). Nuts have a minimum strength corresponding to a bar stress of 1.15fsy

Design Tensile Capacity = φ As x 0.85 x TS where TS = 540 MPa

* – AS4100 : 1998 Steel structures** – AS 1275 : 1985 Metric screw threads for fasteners*** – AS 1112 : 2000 ISO metric hexagon nuts

^ Denotes second choice thread size. Nuts may be diffi cult to obtain. N.B. Engineers should be aware that threading reinforcing bars this way also reduces the ductility to less than the minimum requirements for Class N bars specifi ed in AS/NZS 4671.

Bar Diameter

(mm)

Cross-sectional

Area (mm2)

Yield Stress (MPa)

Design Yield

Capacity (kN)

Design Tensile

Capacity (kN)

Max Tensile Working

Load (kN)

Design Shear Capacity

(0.62 min ult) (kN)

Minimum Hole for

Clearance (mm)

Minimum Length ‘a’ for L bar with Coupler (mm)

(5db pin)

RB12 113 500 56.5 61.0 39.0 37.8 15 145

RBA16 201 500 100.6 108.5 70.0 67.3 20 185

RBA20 314 500 157.0 169.6 109.0 105.2 24 230

RB25 491 500 245.5 265.1 171.0 164.4 29 295

RB32 804 500 402.0 434.2 281.0 269.2 38 365

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Wall Bars/Starter Bars

Product Code

Dimensions (m)

Weight (kg)

N16L7070 0.7 x 0.7 2.3

N16L8080 0.8 x 0.8 2.6

N16L10018 1.0 x 0.18 1.9

N16L6060 0.6 x 0.6 1.9

N16L26015 2.6 x 0.15 4.5

ANFE5

Wall Bars/Starter Bars

Product Code

Dimensions (m)

Weight (kg)

N12L5050 0.5 x 0.5 0.9

N12L8020 0.8 x 0.2 0.9

N12L10015 1.0 x 0.15 1.05

N12L10020 1.0 x 0.2 1.07

N12L6060 0.6 x 0.6 1.09

N12L10515 1.05 x 0.15 1.09

N12L26015 2.6 x 0.15 2.5

ANFE1

Metric Threaded Bar

ProductCode

Height(mm)

Length(mm)

N12TB50 12 500

N16TB55 16 550

N16TB60 16 600

N20TB60 20 600

N20TB65 20 650

ATHRD

Need Cut or Bent Mesh?We can Cut and Bend mesh to meet just about any requirement and offer fast, reliable turnaround with short lead times.

Applications include: Barrier mesh, Precast Concrete, Footings, Safety Screens, Shelving & Displays, Pipe Encasement and Mining Applications.





Deformed Reinforcing Bar AS/NZS 4671 – Class N

ProductCode

Mass (kg/m)

Length(m/t)

N10S 0.63 1582

Calculated mass includes an allowance for rolling variations as per our Terms and Conditions. Note: N40S is available only on request – Lead time required.

REBAR

ANS10

ANS12

ANS16

ANS20

Approximate Number of Bars Per Tonne

250R Plain Reinforcing Round Bar AS/NZS 4671

Diameter(mm)

Length6 m

Length7 m

Length8 m

Length9 m

Length10 m

Length12 m

Length15 m

10 264

12 183 157 137 122 110 92

16 103 88 77 69 62 51

20 66 56 50 44 40 33 26

24 46 39 24 31 28 23 18

28 34 29 25 22 20 17 14

32 26 22 19 17 15 13 10

36 20 17 15 14 12 10 9

40 7

Shaded areas are standard stock lengths. Not all stock lengths and diameters are available at all OneSteel Reinforcing Branches.

N12S 0.91 1099

N20S 2.53 395

N24S 3.64 275

N28S 4.95 202

N32S 6.47 155

N36S 8.19 122

N40S 10.11 99

N16S 1.62 617

Product Code

Mass (kg/m)

Length (m/t)

R10S 0.63 1582

R12S 0.91 1099

R16S 1.62 617

R20S 2.53 395

R24S 3.64 275

R28S 4.61 217

R30S 5.69 176

R32S 6.88 145

R36S 8.19 122

ARS10

ARS12

ARS16

ARS20

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500PLUS® BAMTEC® – ‘Rollout Carpet’ Concrete Slab Reinforcing System

Product Code Product Description

N10BM 10 mm 500PLUS® REBAR BAMTEC®








500PLUS® BAMTEC® is the world’s fastest steel fi xing system. It involves prefabricating reinforcing steel “carpets” to a wide range of shapes and sizes.

Individual reinforcing bars are welded to fl exible steel straps and the resultant “carpet” is rolled up for transport and handling. The carpets can contain hundreds of bars which may be of different length and diameter, with variable spacings that accommodate complex shapes and penetrations. When needed on site, the carpet is simply lifted into place and unrolled onto continuous bar chairs.

Benefi ts• Faster construction• Save up to 80% on steel-fi xing costs• Ideal for suspended slabs, slab on ground, CRCP and

tilt-up panels• Improves cost effectiveness of slab construction• Variable spacing and bar diameters available• Improved accuracy and quality• Less material waste and scrap• Redesign and detailing assistance available• Can contribute to earning Green Star® points on projects• Less bending and carrying• Easier chairing and no bars to sort

• Simpler marking plan

Ask for our BAMTEC® design assistance and take advantage of a revolution in steelfi xing!

JN






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500PLUS® ROMTECH® Lattice Girders

ROMTECH® Lattice Girders in conjunction with shotcrete, are an increasingly popular strata control method in tunnelling applications.

They provide a high strength-to-weight ratio, are available in a wide range of sizes, and can accommodate complex radial geometries.

When used with mesh or fi bre reinforced concrete, they form a continuous reinforced concrete shell, which can support both temporary and permanent loadings.

Benefi ts• Suitable for hard rock and soft ground conditions

• Available in a wide range of cross sectional sizes and designs

• Lightweight and easy to handle on site

• Simple connection details for easy installation

• Fast installation reducing shotcrete cycle times

• Reduced shotcrete shadowing


Available Now!


3


Along with REODATA, we also have a range of reinforcing essentials,

guides and resources that will benefit your next project including:

REOWORKS – comprehensive CD and DVD combination for

everything on REO including case studies, videos and technical data.




NATIONAL PRODUCT & SERVICES CATALOGUE – the most

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case studies and testimonials that’s right at your fingertips.

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To keep you up to date on all our reinforcing products, visit the

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Giving our customers a voice!We’re always looking for feedback on how we can improve our products and services to you. That’s why we’ve developed REO RESPONSE. We value your opinions that go into helping us become a “Better and Different” reinforcing company.

Visit www.reinforcing.com or email [email protected]




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Concrete Block Chairs – Galvanized Tie Wire

ProductCode

Height (mm)

No./BagMass

(kg/Bag)

CB20G 20 125 17

CB25G 25 125 18

CB30G 30 100 17

CB35G 35 100 18

CB40G 40 75 16

CB45G 45 75 18

CB50G 50 60 17

CB55G 55 50 19

CB60G 60 40 18

CB65G 65 40 20

CB70G 70 30 19

CB75G 75 30 19

CB80G 80 25 15

CB85G 85 25 17

CB90G 90 25 18

CB95G 95 25 19

CB100G 100 20 18

CB110G 110 20 20

Concrete Block Chairs – Plain

Product Code

Dimensions(mm)

No./BagMass

(kg/Bag)

CB653 65 x 50 x 32 50 20

CB654 65 x 50 x 40 50 23

CB754 75 x 50 x 40 50 25

CB765 75 x 65 x 50 25 or 50 14 or 27

CB777 75 x 75 x 75 25 29

CB1077 100 x 75 x 75 20 29

CB1119 115 x 100 x 90 10 23


• Sets concrete cover• Heat tolerant• Multiple heights

Ideal for: Slab on ground

• Complies with Roads Authority requirements

• Sets concrete cover• Heat tolerant• Stable – wider base and

integrated galvanized tie wire

Ideal for: Slab on ground, civil & infrastructure projects

H24

H23

Concrete Block Chairs – Galvanized Tie Wire (Max Frank)

Product Code

Height (mm)

No./Bag

MFCB30G 30 250

MFCB40G 40 160

MFCB50G 50 80

Ideal for: Slab on ground, civil & infrastructure projects

H37




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Fibre Concrete Single Spacers With Gal Wire (Max Frank)

Fibre Concrete Combination Spacers (Max Frank)

Fibre Concrete Combination Spacers With Gal Wire (Max Frank)

H43

H41

H40

Product CodeHeight(mm)

No./BagMass

(kg/Bag)

FCSS30G 30 500 22

FCSS35G 35 500 32

FCSS40G 40 250 20

FCSS50G 50 250 30

FCSS55G 55 250 34


No./BagMass

(kg/Bag)

FCCS345 35 x 40 x 50 250 23

FCCS456 45 x 55 x 60 125 19

FCCS567 50 x 60 x 70 125 29


No./BagMass

(kg/Bag)

FCCS345G 35 x 40 x 50 250 24

FCCS456G 45 x 55 x 60 125 19

Fibre Concrete Single Spacers (Max Frank)

H44


No./BagMass

(kg/Bag)

FCSS35 35 500 31

FCSS60 60 200 28

FCSS70 70 100 18





Fibre Concrete Spacers With Steel Clips – 70 mm (Max Frank)

Fibre Concrete Triangular Bar (Max Frank)

Fibre Concrete Rail Bar (Max Frank)

H46

H38

H42


Width(mm)

No./BagMass

(kg/Bag)

FC5070SC 50 70 50 8

FC5570SC 55 70 75 13

FC7070SC 70 70 50 10


Length(mm)

No./PalletMass

(kg/Bag)

FCTB55330 55 330 400 568


Length(mm)

No./PalletMass

(kg/Bag)

FCRB50330 50 330 1080 616

FCRB70330 70 330 800 700

FCRB1001000 100 1000 500 860

Fibre Concrete Spacers With Steel Clips – 40 mm (Max Frank)

H45


Width(mm)

No./BagMass

(kg/Bag)

FC3540SC 35 40 250 15

FC4040SC 40 40 250 18

FC7040SC 70 40 200 24

• Spacer for vertical elements • preformed groove

• Spacer for vertical elements • preformed groove

• Continuous spacer for ease of steel fi xing

• Continuous spacer for ease of steel fi xing• Curve-shaped for stabilityB

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Fibre Concrete Banana Bar (Max Frank)

H39


Length(mm)

No./PalletMass

(kg/Bag)

FCBB30330 30 330 2700 756

FCBB50330 50 330 1080 626

FCBB70330 70 330 1080 630

FREE! Reo Wire Mesh Gauge• Confi rm key REOMESH® sizes from SL52 through to

RL1218 and also Trench Mesh sizes in 8, 11 and 12 ranges.



• Curve-shaped for stability

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Did you know…You can pick up concreting and building accessories from any of our 39 branches Australia wide.




Metal Bar Chairs

ProductCode

Height(mm)

No./BagMass

(kg/Bag)

MC20 20 100 2

MC25 25 100 2

MC30 30 100 2

MC35 35 100 2

MC40 40 100 3

MC45 45 100 3

MC50 50 100 5

MC60 60 100 5

MC65 65 100 6

MC70 70 100 6

MC75 75 100 6

MC80 80 100 7

MC85 85 100 7

MC90 90 100 7

MC100 100 100 8

MC110 110 50 6

MC120 120 50 6

MC130 130 50 6

MC140 140 50 7

MC150 150 50 7

MC160 160 50 7

MC170 170 50 10

MC180 180 50 10

MC190 190 50 11

MC200 200 50 11

MC210 210 50 12

MC220 220 50 12

MC230 230 50 12

MC240 240 50 13

MC250 250 50 14

MC260 260 50 14

MC270 270 50 15

MC280 280 25 8

MC290 290 25 8

MC300 300 25 8

MC310 310 25 8

MC320 320 25 9

MC340 340 25 9

MC350 350 25 9

MC360 360 25 9

MC380 380 25 10

MC400 400 25 11

• Plastic tipped to minimise corrosion

• Sets concrete cover• Four leg wire bar chairs

Ideal for: Suspended slab, slab on ground with metal base.

Note: Steel Reinforcement Institute of Australia Technical Note 3 January 2007.

H14

Restrictions on the use of Wire Bar Chairs

Plastic-tipped wire bar chairs should not be used within 1 km of the coast.

AS 3600. Concrete Structures. Table 4.3, classifi es exterior above-ground environments that are within 1 km of a coastline as B2 in any climatic zone.

It is now considered that plastic-tipped wire chairs should not be used in B2 or more severe environments.

This restriction has been established after bar chair load tests and the potential for corrosion of chairs and subsequent staining of concrete surfaces in B2 environments.

As from 1st July 2006, SRIA advises reinforcement companies to schedule plastic bar chairs for all projects that are known to be within 1 km of the coast.

Metal Bases

Product Code

ProductDescription

No./Bag

MB Square base – suit metal chair ≤ 110 mm 100

MBL 230 dia. base – suit metal chair ≥ 110 mm 50

MBS 150 dia. base – suit metal chair ≤ 110 mm 100

• For use with plastic tipped metal chairs• Corrosion resistant steel• Ideal for spreading point loads from

bar chairs over wider area of support

• Ideal for protecting polythene fi lm from puncture by legs of bar chairs

Ideal for: Slab on groundH26

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Metal Bar Chairs – Continuous

• Plastic tipped to minimise corrosion• Continuous spacer• Allows rapid placement and chairing• Provides stable support for reinforcing

H21

ProductCode

Height(mm)

Length(m)

No./Bag

CBCG20 20 2 10

CBCG25 25 2 10

CBCG30 30 2 10

CBCG40 40 2 10

CBCG50 50 2 10

CBCG60 60 2 10

CBCG65 65 2 10

CBCG75 75 2 10

CBCG90 90 2 10

CBCG100 100 2 10

• Other Sizes Available• Minimum Volume and

Lead Time Apply

Ideal for: Suspended slab, slab on ground with concrete blinding layer.

Plastic Bar Chairs – Combination

ProductCode

Height(mm)

No./Bag

COM2540 25 or 40 100

COM5065 50 or 65 100

COM5065C 50 or 65 100

COM7590 75 or 90 100

COM7590C 75 or 90 100

COM85100 85 or 100 100

COM105110 105 or 110 100

COM115120 115 or 120 100

COM125130 125 or 130 100

COM135140 135 or 140 100

COM145150 145 or 150 100

COM155160 155 or 160 100

COM165170 165 or 170 100

• Sets concrete cover• Dual heights• Clip-on mechanism for

stability• Integrated base to minimise

puncture of polythene fi lm

*C = Clip-on

Ideal for: Slab on ground, polystyrene pod slab, swimming pools. H30

Top Hat Base

ProductCode

Suit Bar(mm)

Length(mm)

THB16 16 500

• Serves as base for U-Bars that support top layer reinforcing steel• Sits on second layer reinforcing steel• Other sizes available on request

Ideal for: Deep raft slab construction.

H31

Plastic-tipped wire bar chairs should not be used within 1 km of the coast.

Restrictions on the use of Wire Bar Chairs

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Plastic Bar Chairs – Combination Deck Chair

ProductCode

Height(mm)

No./Bag

COMDC2025 20 or 25 100

COMDC2530 25 or 30 100

COMDC3035 30 or 35 100

COMDC3040 30 or 40 100

COMDC3540 35 or 40 100

COMDC3545 35 or 45 100

COMDC4050 40 or 50 100

COMDC4550 45 or 50 100

COMDC6575 65 or 75 50 or 100

COMDC7590 75 or 90 50 or 100

COMDC90100 90 or 100 50 or 100

COMDC110120 110 or 120 50 or 100

COMDC130140 130 or 140 50 or 100

COMDC150160 150 or 160 50 or 100

COMDC170180 170 or 180 50 or 100

COMDC190200 190 or 200 50 or 100

COMDCBASE – 100

• Sets concrete cover• Dual heights• Corrosion-free support

Ideal for: Suspended slab & beams, tilt-up panels, precast panels & beams,slab on ground when used with base.

H1

Plastic Bar Chairs – Novabones

Product Code

Height(mm)

No./Bag

FAST2530 25 or 30 100

FAST4050 40 or 50 100

FAST6070 60 or 70 50

• Designed for heavy duty application• Suits large bar diameter• Central hole for tie wire

• Withstands high ambient temperature• Approved for Main Roads (WA) projects

Ideal for: Columns, super T beams, civil projects, slab on ground with blinding layer. H4

Plastic Bar Chairs – Circular Clip-On

ProductCode

Concrete Cover(mm)

Suit Bar Size(mm)

No./Bag

CPC15 15 4 – 16 100

CPC20 20 4 – 16 100

CPC206 20 6 100

CPC25 25 4 – 16 100

CPC25A 25 12 – 2 0 100

CPC30 30 4 – 16 100

CPC30A 30 12 – 2 0 100

CPC40 40 4 – 16 100

CPC40A 40 12 – 2 0 100

CPC50 50 8 – 12 100

CPC50A 50 12 – 2 0 100

CPC60 60 8 – 12 100

CPC60A 60 12 – 2 0 100

CPC65 65 8 – 12 100

CPC75 75 8 – 12 100

CPC75A 75 12 – 2 0 100

• Provides constant cover• Easy clip-on• Wide range to suit

different bar sizes• Stable from twisting

Ideal for: Columns & piers, civil precast and commercial construction.

H18

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Plastic Bar Chairs – Clipfast

Product Code

Height(mm)

Suit Bar Size(mm)

No./Bag

PC20B 20 4 – 16 100PC25B 25 4 – 16 100PC30B 30 4 – 16 100PC32B 32 4 – 16 100PC35B 35 4 – 16 100PC40B 40 4 – 16 100PC50B 50 4 – 16 100PC55B 55 4 - 16 100PC65B 65 4 – 16 100PC75B 75 4 – 16 100

PC40B+ 40 16 – 2 8 100PC45B+ 45 16 – 2 8 100PC50B+ 50 16 – 2 8 100PC50BP 50 - Type B 16 – 2 8 100PC55B+ 55 16 – 2 8 100PC65B+ 65 16 – 2 8 100PC65BP 65 - Type B 16 – 2 8 100PC75B+ 75 16 – 2 8 100

PCB – Base 100

• Designed specifi cally for bar• Easy clip-on• Small foot confi guration –

minimal exposure at concrete surface

• Suits different bar sizes

Ideal for: Precast and tilt-up. walls and panels.

+ = Large

H17

Plastic Mesh Chairs – Clipfast

ProductCode

Height(mm)

No./Bag

PC20M 20 100PC25M 25 100PC30M 30 100PC32M 32 100PC40M 40 100PC50M 50 100PC65M 65 100PC75M 75 100

Ideal for: Precast and tilt-up, walls & panels.

• Designed specifi cally for mesh• Easy clip-on• Small foot confi guration – minimal exposure at concrete surface• Suits different wire sizes H16

Plastic Bar Chairs – Clipfast

Product Code

Height(mm)

No./Bag

RSOG95 95 100RSOG95C 95 100RSOG100 100 100

RSOG100C 100 100RSOG110 110 100

RSOG110C 110 100RSOG115C 115 100RSOG120 120 100RSOG130 130 100RSOG140 140 100RSOG150 150 100

Ideal for: Deep ground slabs and roadways, commercial & civil projects.

• Lightweight chairs with integral bases• Load tested to exceed 500 kg

*C = Easy clip-on H27

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Plastic Bar Chairs – Combination Heavy Duty Clip-On

Product Code

Height(mm)

No./Bag

COM3034HDC 30 or 34 100

COM3539HDC 35 or 39 100

COM4044HDC 40 or 44 100

COM4549HDC 45 or 49 100

COM5054HDC 50 or 54 100

COM6064HDC 60 or 64 100

COM6569HDC 65 or 69 100

COM7074HDC 70 or 74 100

COM7579HDC 75 or 79 100

COM8084HDC 80 or 84 100

Ideal for: Civil projects. precast, suspended slab.

• Load tested to exceed 200 kg• Easy clip-on• Grey colour to match concrete

• Suits different bar & mesh sizes,horizontal & vertical applications

H32

Plastic Bar Chairs – Continuous

ProductCode

Height(mm)

Length(mm)

No. Per Bundle

CC20 20 2000 100

CC25 25 2000 100

CC30 30 2000 100

CC40 40 2000 50

CC50 50 2000 50

• Continuous spacer• Allows rapid placement and chairing• Provides stable support for steel reinforcing• Ideal for structures near the coast – corrosion free support

Ideal for: 500PLUS® BAMTEC® and suspended slab.

H20

Plastic Bar Chairs – Continuous Zig Zag

ProductCode

Height (mm)

Length (mm)

No./Bag

ZZ20CP 20 2000 50

ZZ25CP 25 2000 50

ZZ30CP 30 2000 50

ZZ40CP 40 2000 40

ZZ50CP 50 2000 40

ZZ65CP 65 2000 40

• Continuous spacer• Allows rapid placement and chairing• Provides strong and stable support for steel reinforcing

Ideal for: 500PLUS® BAMTEC®. suspended slab, slab on ground with concrete blinding layer. H28

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Plastic Bar Chairs – REIDBAR™ Tilt Wall Panel

Product Code

Suit Panel Thickness(mm)

No./Bag

RBTICHAIR 125 – 200 90

• Designed to enable REIDBAR™ inserts to be easily used for near face applications• Fully adjustable • Can be used for all metric and coil thread inserts with appropriate nailing plate

Ideal for: Precast and tilt-up panels.

Plastic Bar Chairs – Tilt Wall Panel

Product Code

Height(mm)

No./Bag

BCTWP5060 50 or 60 100

BCTWP6575 65 or 75 100

• Push-on clip mechanism• Dual heights• Dimples at leg base for minimal concrete surface exposure• Strong and stable

Ideal for: Precast and tilt-up panels.H2

S276

Plastic Bar Chairs – Continuous Deck Rails

ProductCode

Height (mm)

Length (mm)

No./Bag

CDR25C 25 750 25

CDR30C 30 750 25

CDR35C 35 750 25

CDR40C 40 750 25

CDR45C 45 750 25

CDR50C 50 750 25

CDR55C 55 750 25

CDR60C 60 750 25

CDR65C 65 750 25

CDR70C 70 750 25

CDR75C 75 750 25

CDR80C 80 750 25

CDR85C 85 750 25

CDR90C 90 750 25

CDR95C 95 750 25

CDR100C 100 750 25

CDRBASE Base 740 25

• Continuous spacer• Allows rapid placement

and chairing• Provides strong and stable

support for reinforcing• Minimum soffi t exposure• Plastic base to suit slab

on ground application

Ideal for: 500PLUS® BAMTEC®, precast, tilt-up panels, suspended slab, slab on ground with concrete blinding layer.

H8Note: When using Deck Rail Base, customers should consider the 5 mm thickness which will affect concrete cover.

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Plastic Bar Chairs – BLOCKAID© (for Reinforced Masonry)

Product Code Masonary BlockNo.

Per BoxMass

(kg/Box)

BACL190 190 mm Centrally located 300 6

BANCL190 190 mm Non-centrally located 300 6

BANCL290 290 mm Non-centrally located 200 6

• Accurate positioning of reinforcement in masonry• Ensures adequate grout cover• Aligns control joint dowels• Ensures construction meets specifi cation

Ideal for: Reinforced masonry block walls.H35

Kwik Zip Centralisers

Product CodeBow Height

(mm)Suit Bar Size

(mm)No.

Per BoxMass

(kg/Box)

KWIKZIP10 10 20 - 50 100 1.45

KWIKZIP20 20 20 - 50 100 1.67

KWIKZIP30 30 20 - 50 100 2.00

KWIKZIP40 40 20 - 50 100 2.69

Bow Height = distance between the surface of the bar and the hole.

H47

Bar Size(mm)

No. of Units per assembly

20 - 28 2

32 - 40 3

50 4

• Spacers for soil nails• Wide bow and simple integrated “cable tie” method of assembly

Bar C

hairs








Plastic Trench Mesh Support

ProductCode

Height(mm)

Suit Wire(mm)

No./Bag

TMS65 65 8 – 12 25

TMS6016 60 16 25

Trench Mesh Spacers – Metal (Bogar Enterprises)

ProductCode

Suit Trench Mesh Wire(mm)

Height(mm)

No./Bag

BS8150 8 150 100

BS8200 8 200 50

BS8250 8 250 100

BS8300 8 300 50

BS8400 8 400 50

BS8450 8 450 50

BS8500 8 500 50

BS11200 11 200 50

BS11250 11 250 100

BS11300 11 300 50

BS11350 11 350 50

BS11400 11 400 50

BS11450 11 450 50

BS11500 11 500 50

BS12200 12 200 50

BS12250 12 250 100

BS12300 12 300 50

BS12350 12 350 50

BS12400 12 400 50

BS12450 12 450 50

BS12500 12 500 50

• Support and locate trench mesh• Suits all trench mesh sizes

Ideal for: Footing beams, waffl e pod slab perimeter.

• Joins bottom and top trench mesh to form footing cage

Ideal for: Footing beams.

H12

S19

TMS65 Action

TMS65 Modfi x

Bar C

hairs




made to size





Plastic Bar Chairs – Foundation Frame

ProductCode

Height(mm)

No./Bag

FF1520 150 or 200 50

FF2530 250 or 300 50

FF3540 350 or 400 50

• Support and locate trench mesh• Suits all trench mesh sizes• Joins bottom and top trench mesh to form footing cage

H10

Plastic Bar Chairs – Hinge Pile Wheel

Plastic Bar Chairs – Heavy Duty Pile Wheel

ProductCode

Concrete Cover(mm)

Suit Bar(mm)

No./Bag

CPCH75 75 Up to 12 72

ProductCode

Concrete Cover(mm)

Suit Bar(mm)

No./Bag

CPCH50HD 50 10 – 20 60

CPCH75HD 75 10 – 20 58

CPCH80HD 80 10 – 20 50

CPCH85HD 85 10 – 20 50

CPCH100HD 100 10 – 20 39

• Circular plastic spacer• Provides perimeter cover• Hinge clip mechanism for ease of installation• Wider fl ange rim and rigid spoke wheel design against skew action• Suits different bar sizes

• Circular plastic spacer• Provides perimeter cover• Push fi t for ease of installation• Wider fl ange rim and rigid spoke wheel design against skew action• Suits different bar sizes

Ideal for: Pile cages, raked pile.

Ideal for: Pile cages. H9

H34

Plastic Bar Chairs – Pile Cage Foot

ProductCode

Height(mm)

Suit Bar(mm)

No./Bag

PCF85 85 20 – 40 60

PCF150 150 20 – 40 40

• Ensures correct cover at the bottom end of the reinforcing pile cage• Load tested to exceed 500 kg

Ideal for: Pile cages.

H33

Bar C

hairs




Tie

Wire


Tie Wire – Pre-Cut Black

ProductCode

Diameter(mm)

Length(mm)

Mass(kg)

TWC11 1.6 280 3

TWC14 1.6 355 3

TWC125280 1.25 280 3

TWC125355 1.25 355 3

• Pre-cut lengths• Suitable for tying bars and mesh

Tie Wire – Belt Pack Black

ProductCode

Diameter (mm)

Length(m)

Mass(kg)

BP1.4 1.4 100 1.2

BP1.5 1.6 94 1.42

• Annealed wire• Suitable for tying bars and mesh

S200

Tie Wire – Roll Black

Product Code

Diameter(mm)

Length(m)

Mass(kg)

TW 1.6 60 1

TW5 1.6 320 5

TW10 1.6 650 10

TW14 1.4 60 0.75

TW75 1.6 4875 75

TW315 3.15 16 1

• Suitable for tying bars and mesh S204

S202

Tie Wire – Belt Pack Galvanized

ProductCode

Diameter(mm)

Length(m)

Mass(kg)

BP1.5GAL 1.6 85 1.5

• Annealed wire• Suitable for tying bars and mesh

S201




Tie

Wire


Block Wall Ties

Product Code No. Per Bundle

BWT250 50

Bond Beam Ties

Product Code

Description No./Bag

BBVT V Tie 100 –

BOP Block Out Plate 100

WLIGS Ligature 100

• Used in pairs at 600 mm centres to tie-in unreinforced block walls• Controls cracking of corners where blocks do not intersect or overlay

BLOCK OUT PLATESIdeal for: Closing-off concrete blocks where core fi lling is not required beneath bond beams, lintel beams or sill beams

W LIGSIdeal for: Holding bars in bond beams and block walls where two bars are specifi ed

Bag Tie – Black

ProductCode

Length(mm)

No. Per Bundle

BT110 110 2000

BT125 125 2000

BT150 150 2000

BT175 175 2000

BT200 200 2000

S10

Bag Tie – Galvanized

ProductCode

Length(mm)

No. Per Bundle

BT110G 110 2000

BT125G 125 2000

BT150G 150 2000

BT200G 200 2000

• Annealed• Four different lengths• Loops on both ends for ease of fi xing

S9

S226

S21




Ste

el F

ixing

Too

ls

Steel Fixing Tools


Product Code Description

ACROW-TOOL Bag Tying Tool

RTWTOOL Twisting Tool - Rod Tie Wire

TTOOL Twisting Tool - Bar Tie

BPREEL Belt Pack Reel - Alloy

REEL Belt Pack Reel - Plastic

IDLREEL Belt Pack Reel

IDLBELT Belt To Suit Reels

TTMS Small Hand Twisting Tool

Nips

ProductCode

DescriptionLength(mm)

KNIPSC200 Crescent Nips 200

KNIPSK200 Nips 200

KNIPSK280 Nips 280

• Tools for tying wire

• Suitable for cutting tie wire

S224

S102

Need Cut or Bent Mesh?We can Cut and Bend mesh to meet just about any requirement and offer fast, reliable turnaround with short lead times.

Applications include: Barrier mesh, Precast Concrete, Footings, Safety Screens, Shelving & Displays, Pipe Encasement and Mining Applications.





Po

lyth

en

e B

uild

ing

Film

Polythene Building Film – Medium Impact Orange

ProductCode

Thickness Width(m)

Length(m)

Mass(kg)

PBO34 300 4 25 28

PO22 200 2 50 18

PO24 200 4 50 36

Polythene Building Film – Medium Impact Black

ProductCode

Thickness Width(m)

Length(m)

Mass(kg)

PB141 100 4 100 36

PB22 200 2 50 18

PB24 200 4 50 36

PB2425 200 4 25 18

PB26 200 6 33 36

PB26300 200 6 50 54

PB34 300 4 50 54

Polythene Building Film – High Impact Black

ProductCode

Thickness Width(m)

Length(m)

Mass(kg)

PB22H 200 2 50 18

PB2425H 200 4 25 18

PB24H 200 4 50 36

PB26H 200 6 33 36


POLYTHENE BUILDING FILM• Complies with requirements of AS/NZS 2904 : 1995

Damp-proof courses and fl ashings• See also AS 2870 : 2011 Residential Slabs & Footings• High and Medium Impact• Black, Orange and Clear• Wide range of widths, lengths and thicknesses to suit

construction requirements

Ideal for: Slab on ground, moisture and water barrier, overlay curing sheets for newly poured concrete.

S141

S140

S145




Tape

Tape

ProductCode

Width(mm)

Length(m)

Colour

PTR 48 30 Silver

PVC 48 75 Orange

• For joining and sealing polythene building fi lm


Polythene Building Film – Medium Impact Clear

ProductCode

Thickness Width(m)

Length(m)

Mass(kg)

PN053 50 3 100 14

PN12 100 2 100 9

PN14 100 4 100 18

Polythene Building Film – High Impact Orange

ProductCode

Thickness Width(m)

Length(m)

Mass(kg)

POV24H 200 4 25 18

POV34H 300 4 25 27

POV26 200 6 33 36

POV22 200 2 50 18

POV24 200 4 50 36

S144

S143

S197







™eco mesh




Dow

els


Round Dowels – Black

Round Dowels – Galvanized

Product Code

Diameter (mm)

Length(mm)

R16D300FG 16 300R16D400FG 16 400R16D450FG 16 450R16D500FG 16 500R16D600FG 16 600R16D1000FG 16 1000R20D300FG 20 300R20D450FG 20 450R20D600FG 20 600R20D1000FG 20 1000R24D350FG 24 350R24D450FG 24 450R24D600FG 24 600R24D1000FG 24 1000

• Friction cut• Provide positive load

transfer across the joints• Smooth bars allow

movement in the joint due to shrinkage and temperature changes

Note: Dowels are sold per unit. ARDFGE

Square Dowels – Galvanized

Product Code

Size(mm)

Length(mm)

SQ16D400FG 16 400SQ16D500FG 16 500SQ16D600FG 16 600SQ20D400FG 20 400SQ20D500FG 20 500SQ20D600FG 20 600SQ25D400FG 25 400SQ25D500FG 25 500SQ25D600FG 25 600

• Friction cut• Provide positive load transfer across the joints• Smooth bars allow movement in the joint due to shrinkage and temperature changes

Note: Dowels are sold per unit. ASDFGE

Product Code

Diameter (mm)

Length(mm)

R16D300F 16 300R16D400F 16 400R16D450F 16 450R16D500F 16 500R16D600F 16 600R16D1000F 16 1000R20D300F 20 300R20D450F 20 450R20D600F 20 600R20D1000F 20 1000R24D350F 24 350R24D450F 24 450R24D600F 24 600R24D1000F 24 1000

ARDFE




Dow

els


Square Dowels – Black

ProductCode

Size (mm)

Length (mm)

SQ16D400F 16 400

SQ16D500F 16 500

SQ16D600F 16 600

SQ20D400F 20 400

SQ20D500F 20 500

SQ20D600F 20 600

SQ25D400F 25 400

SQ25D500F 25 500

SQ25D600F 25 600

ASQDFE

Diamond® Dowels – Black (Danley®)

Product Code

ColourPlate Thick-

ness(mm)

Size(mm)

No. Per Box

DDDBLNP6 Orange 6 110 x 110 25

DDDBLNP10 Blue 10 110 x 110 15

S44

Diamond® Dowels – Galvanized (Danley®)

ProductCode

ColourPlate

Thickness(mm)

Size(mm)

No. Per Box

DDDGNP6 Orange 6 110 x 110 25

DDDGNP10 Blue 10 110 x 110 15

S45

• Available with colour coded one-piece PVC sleeves; 6 mm orange and 10 mm blue• Dowel plates available in black, galvanized and stainless steel• High load capacity• Minimise differential defl ection between slabs• Allow two directional movement in the horizontal plane• Ideal for perimeter-of-pour dowel applications, i.e. at construction joints• Nailing fl ange provides secure attachment to form boards• Flange on sleeve ensures dowel is perpendicular to form board and is stable• Supplied with fi xing nails

Ideal for: Construction joints.





Dow

els


Shear Load Connectors – Stainless steel (Ancon®)

Product Code

Dowel Diameter

(mm)

Dowel Length (mm)

Sleeve Length (mm)

TypeLateral

Movement

ESD10 20 300 300 Single No



ESDQ10 20 300 300 Single Yes



DSD25 14 250 250 Double No








DSDQ30 16 260 260 Double Yes







• More effective at transferring load and allowing movement

• Easier to fi x on site

• Sleeve is nailed to the formwork ensuring subsequent alignment with the dowel component

• Member 2012. Elimination of corbel method of construction

Ideal for: Slab-to-slab, slab-to-column, fl oor-to-wall connections and structural movement joint

S7

Biscuit Plate Dowels – Black (Connolly®)

S325

Biscuit Plate Dowels – Galvanized (Connolly®)

ProductCode

Plate Thickness(mm)

Size(mm)

No. PerBox

BPD6G 6 110 x 150 10

BPD10G 10 110 x 150 10

ProductCode

Plate Thickness(mm)

Size(mm)

No. PerBox

BPD6B 6 110 x 150 10

BPD10B 10 110 x 150 10

• Lateral and end expansion capabilities• Can be attached to both timber and steel formwork

Ideal for: Construction joints

• Lateral and end expansion capabilities• Can be attached to both timber and steel formwork

Ideal for: Construction joints

S324




Dow

els


Square Dowel - Flange Dowel Box with Black Dowels (Danley®)

Product Code Dowel Size (mm)

Flange Box Length (mm)

FDBS16B 16 x 400 220

FDBS20B 20 x 400 220

FDBS25B 25 x 400 220

FDBS28B 28 x 400 220

FDBS32B 32 x 400 220

FDBS40B 40 x 400 220

Suited for use in construction joints in both ground slabs and elevated slabs.

• Can be used in elevated slabs as a shear connector• Suitable for post-tension slab joints• Allow for large lateral movement• Have expansion joint capability• Available in galvanized or stainless steel• Boxes formed from galvanized steel sheet with rigid foam void fi ller inside box• Integral nailing fl anges with location marks• Available for 16 – 40 mm square dowels• For use with square dowels only

S336

Square Dowel - Flange Dowel Box with Galvanized Dowels (Danley®)

Product Code Dowel Size(mm)

Flange Box Length(mm)

FDBS16G 16 x 400 220

FDBS20G 20 x 400 220

FDBS25G 25 x 400 220

FDBS28G 28 x 400 220

FDBS32G 32 x 400 220

FDBS40G 40 x 400 220

S337

Staifi x Lockable Dowel (Ancon)

Product Code

Size(mm)

Sleeve Size(mm)

Application

ESDQL20 30 x 450 170 x 245 Slab to Slab

HLDQL30 30 x 490 170 x 280 Slab to Slab High Load

ESDQL20W 30 x 282 170 x 245 Slab to Wall

SKS24 40 x 150 Threaded Anchor for ESDQL20W

RESIN1.5KG Resin

Lockplate Locking Plate

S331

• Designed for use at temporary movement joints

• Allows initial shrinkage of concrete to take place and is then locked in position with a mechanical plate and epoxy resin

• Locked dowel continues to transfer sheer but prevents further movement taking place

• Eliminates the need for complicated form-work

Ideal for: Slab-to-slab, slab-to-wall, connections




Dow

el C

radles

Square Dowel Cradles - Black (Danley®)

Product Code

Size(mm)

Cradle Length(m)

DDCSQ16 16 3

DDCSQ20 20 3

S68

Round Dowel Cradles – Black (Danley®)

Product Code

Diameter(mm)

Cradle Length(m)

DDCR16 16 3

DDCR20 20 3

S63

Round Dowel Cradles – Galvanized (Danley®)

Product Code

Diameter(mm)

Cradle Length(m)

DDCR16G 16 3

DDCR20G 20 3

• Manufactured to meet the specifi cations of road authorities and specifi c projects.

• Round dowels of 16, 20, 24, 27, 30, 33, 36, 39, and 42 mm diameter to AS/NZS 3679.1 : 2010 Structural steel – hot-rolled bars and sections are available in stainless steel, black, galvanized and shrink wrapped.

• A fully welded prefabricated dowel cradle with shrink wrapped round dowels.

S64

Note: For larger size dowels, length is limited by maximum weight of 25 kg that can be safely handled by one man; or to specifi c lengths as specifi ed by the customer

Square Dowel Cradles – Galvanized (Danley®)

Product Code

Size(mm)

Cradle Length(m)

DDCSQ16G 16 3

DDCSQ20G 20 3

• Suitable for contraction joints in concrete slabs and pavements.

• Ensures the dowels are set at the exact height for the specifi ed slab thickness, and at precise spacing.

• Consists of a fully welded prefabricated dowel cradle with square dowels and either Dowelmaster® or metal dowel covers.

• Available in 16, 20, 25, 28, 32, and 40 mm dowel sizes

• Available for slab thicknesses from 100 to 300 mm

• High load capacity• Dowels available in black,

galvanized and stainless steel

S69

• Available for slab thicknesses from 100 – 300 mm

• Dowels available in black, galvanized and stainless steel

• Sizes up to 24 mm• Manufactured as specifi ed for

pavement thickness, dowel spacing, materials and fi nish.




Dow

el C

radles


Plate Dowel Cradles – Black (Danley®)

Product Code

Plate Width(mm)

Plate Thickness

(mm)

Plate Length (mm)

Plate Spacing

(mm)

SuitSlab (mm)

CradleLength

(m)

DCP6350150 50 6 300 350 150 3

DCP6300230 50 6 300 300 230 3

DCP6400100 50 6 300 400 100 3

DCP6450100 50 6 300 450 100 3

DCP6450125 50 6 300 450 125 3

DCP6450130 50 6 300 450 130 3

DCP6450150 50 6 300 450 150 3

DCP6450175 50 6 300 450 175 3

DCP6450200 50 6 300 450 200 3

DCP6600150 50 6 300 600 150 3

DCP10450150 50 10 300 450 150 3

DCP10450175 50 10 300 450 175 3

DCP10450200 50 10 300 450 200 3

DCP10450250 50 10 300 450 250 3

DCP10500150 50 10 300 500 150 3

DCP10500175 50 10 300 500 175 3

DCP10500200 50 10 300 500 200 3

DCP10500225 50 10 300 500 225 3

DCP10600150 50 10 300 600 150 3

DCP10600200 50 10 300 600 200 3

S58

Plate Dowel Cradles – Galvanized (Danley®)

Product Code

Plate Width(mm)

Plate Thickness

(mm)

Plate Length (mm)

PlateSpacing

(mm)

SuitSlab (mm)

CradleLength

(m)

DCP6300150G 50 6 300 300 150 3

DCP6300230G 50 6 300 300 230 3

DCP6450120G 50 6 300 450 120 3

DCP6450150G 50 6 300 450 150 3

DCP6450175G 50 6 300 450 175 3

DCP6450200G 50 6 300 450 200 3

DCP6600125G 50 6 300 600 125 3

DCP10450150G 50 10 300 450 150 3

DCP10450175G 50 10 300 450 175 3

DCP10450200G 50 10 300 450 200 3

DCP10450250G 50 10 300 450 250 3

DCP10500200G 50 10 300 500 200 3

DCP10600150G 50 10 300 600 150 3

DCP10600200G 50 10 300 600 200 3

• Consist of a plate dowel secured in a fabricated cradle• Suited for contraction joints• High load capacities• Limits differential deformation between slabs• Available for slab thickness 100 – 300 mm• Dowels available in black, galvanized and stainless steel

Ideal for: Contraction joints. S59




Dow

el C

radles


PD3 Dowel® Cradles – Galvanized (Danley®)

ProductCode

Plate Thickness

(mm)

Dowel Length (mm)

Dowel Spacing

(mm)

SuitSlab (mm)

CradleLength

(m)

PD306450125G 6 300 450 125 3

PD306450150G 6 300 450 150 3

PD306450175G 6 300 450 175 3

PD306450200G 6 300 450 200 3

PD310450150G 10 300 450 150 3

PD310450175G 10 300 450 175 3

PD310450200G 10 300 450 200 3

• Available in 6 or 10 mm thick dowels spaced at 450 or 600 mm centres, and for slab thicknesses ranging from 125 to 300mm (not all sizes listed above)

• Tapered plate dowels 300 mm long; made from AS/NZS 3679.1 grade 300 steel

* PD3 Dowel® Cradles have the same load transfer capacities and defl ection characteristics as rectangular Plate Dowel Cradles™

S280

PD3 Dowel® Cradles – Black (Danley®)

ProductCode

Plate Thickness

(mm)

Dowel Length (mm)

Dowel Spacing

(mm)

SuitSlab (mm)

CradleLength

(m)

PD306450125B 6 300 450 125 3

PD306450150B 6 300 450 150 3

PD306450175B 6 300 450 175 3

PD306450200B 6 300 450 200 3

PD310450150B 10 300 450 150 3

PD310450175B 10 300 450 175 3

PD310450200B 10 300 450 200 3

S279






Dow

el C

radles


Plate Dowel Cradles – Black (Connolly®)

S323

Plate Dowel Cradles – Galvanized (Connolly®)

• Pre assembled & welded to ensure accuracy • Built to specifi cations to minimise installation time • Custom cradles are available

S322

Product Code

Plate Width(mm)

Plate Thickness

(mm)

Plate Length (mm)

Plate Spacing

(mm)

SuitSlab (mm)

CradleLength

(m)

CCP6450125G 50 6 300 450 125 3

CCP6450150G 50 6 300 450 150 3

CCP6450175G 50 6 300 450 175 3

CCP6450200G 50 6 300 450 200 3

CCP10450180G 50 10 300 450 180 3

CCP10450200G 50 10 300 450 200 3

CCP10450250G 50 10 300 450 250 3

ProductCode

Plate Width(mm)

Plate Thickness

(mm)

Plate Length (mm)

Plate Spacing

(mm)

SuitSlab (mm)

CradleLength

(m)

CCP6450125 50 6 300 450 125 3

CCP6450150 50 6 300 450 150 3

CCP6450175 50 6 300 450 175 3

CCP6450200 50 6 300 450 200 3

CCP10450180 50 10 300 450 180 3

CCP10450200 50 10 300 450 200 3

CCP10450250 50 10 300 450 250 3








Dow

el S

leeves


Round Dowel Sleeves – Dowelsert (Reid®)

Round Dowel Sleeves – Speed Sleeve® (Danley®)

Product Code

DescriptionSuit Dowel Diameter

(mm)Length(mm)

DSPSLR1620 Sleeve 16 240


DSPSLNP16 Nailing Pl ate 16 –



DSPSLNP20 Nailing Plate 20 –

ProductCode

Suit Dowel Diameter(mm)

Length(mm)

DWLSERT16 16 200

DWLSERT20 20 300

• Two piece cast-in socket for construction joint dowels • High density black polypropylene ensuring positive bearing capacity between

the dowel and concrete

• Eliminates need for drilling form boards• Eliminates greased bars• Minimises vertical movement at joints• Reduces damage at joints• Suitable for galvanized dowels• Reusable nailing plate• Available for 16 and 20 mm diameter dowels• Standard length 240 and 310 mm to suit 400 and 600 mm long dowels• Nailing plates available for fi xing to forms (sold separately)

S76

S66

Note: For all ONEMESH® applications and services available see above or page number XX.

Round Dowel Sleeves – Universal (Connolly®)

ProductCode


Length(mm)

UDSR12150 12 150

UDSR16230 16 230

UDSR16300 16 300

UDSR20230 20 230

UDSR20300 20 300

UDSR24230 24 230

UDSR33230 33 230

UDSR33300 33 300

• Plastic• Twists in & locks into all Connolly Key Joint & Expansion Joint Systems • Easily fi xed to timber and/or steel formboards• All sleeves come with Support Leg and Nail on Plate• Colour-coded for easy identifi cation

S320




Dow

el S

leeves


Square Dowel Covers – Galvanized (Danley®)

ProductCode

Suit Dowel Size(mm)

Length(mm)

SQDC16200 16 200

SQDC16250 16 250

SQDC16300 16 300

SQDC20200 20 200

SQDC20250 20 250

SQDC20300 20 300

SQDC25200 25 200

SQDC25250 25 250

SQDC25300 25 300

To suit anticipated dowel movement both perpendicular and parallel to the joint.

• Prevents slab lock-up• Standard sizes available for 16 - 40 mm square dowels• Standard type has 5 mm compressible foam each side• Other sizes available on request

S67

Square Dowel Sleeves – Universal (Connolly®)

Product Code


Length(mm)

UDSSQ16230 16 230

UDSSQ16300 16 300

UDSSQ20230 20 230

UDSSQ20300 20 300

S321

• Plastic• Twists in & locks into all Connolly Key Joint & Expansion Joint Systems • Easily fi xed to timber and/or steel formboards• All sleeves come with Support Leg & Nail on Plate• Colour-coded for easy identifi cation

Note: For all ONEMESH® applications and services available see above or page number XX.

Square Dowel Sleeves – Dowelmaster® (Danley®)

ProductCode

DescriptionSuit Dowel Size

(mm)Length(mm)

DWLM16 Sleeve 16 200

DWLM16NP Nailing Pl ate 16 –

DWLM20 Sleeve 20 250

DWLM20NP Nailing Pl ate 20 –

• Plastic• Allows slab movement in two directions• Available for 16 and 20 mm square dowels• Suits both 300 and 400 mm long dowels• Prevents slab lock-up• Nailing plate available for wood forms• Supplied with fi xing stake and wedge• Compatible with Danley® Keyjoint

S227




Safety

Cap

s


Round Dowel Caps – Plastic

Round Expansion Caps Plastic

ProductCode


No. PerBag

DCP16 16 100

DCP1620 16 or 20 100

DCP2024 20 or 24 100

DCP24 24 100

ProductCode

Suit Dowel Diameter (mm)

No. PerBag

DCPX 12 – 20 100

EC24 24 100

• Allows longitudinal movement• Designed with hinged cap providing fi rm fi t over the dowel• 10 mm internal pin to locate dowel centrally and to create void for expansion

Ideal for: Round dowels.

• Allows longitudinal movement

Ideal for: Round dowels. S136

S231

Safety Caps Plastic

ProductCode

Colour No. PerBag

BSC Yellow 100

• Suits all bar sizes• Reduces the chance of cuts and abrasions from exposed bar ends• Coloured for visibility• Not designed for high load vertical impacts

Ideal for: Bar ends, star pickets.S182

Safety Caps Plastic – Andy (Aus Fin Co)

ProductCode

Suit Bar(mm)

ColourNo. Per

Bag

ACAP10 10 Green 50

ACAP12 12 Blue 50

ACAP16 16 Yellow 50

• Reduces the chance of cuts and abrasions from exposed bar ends• Coloured for visibility and to suit specifi c bar size

Ideal for: Bar ends. S229




Safety

Cap

s

Safety Caps Plastic – Reosok® (Danley®)

Safety Caps Plastic – Life Guard™ (Danley®)

Safety Caps Plastic – Cushion Caps (Connolly®)

ProductCode

Suit Bar(mm)

ColourNo. Per

Bag

REOSOK12 12 – 20 Yellow 50

REOSOK24 24 – 36 Orange 50

ProductCode

Suit Bar(mm)

ColourNo. Per

Bag

LIFEGUARD1220 12 – 20 Yellow 50

LIFEGUARD2436 24 – 36 Orange 50

ProductCode

Suit Bar(mm)

ColourNo. Per

Bag

SCC1220 12 – 20 Green 50

SCC2036 20 – 36 Green 50


• Protection from exposed or protruding reobars on-site• Yellow to suit bars from 12 - 20 mm nominal diameter • Orange to suit 24 - 36 mm nominal diameter bars and star pickets • High visibility• UV Stabilised polypropylene• Reusable

Ideal for: Bar ends, star pickets.

• High visibility Yellow to suit bars from 12 - 20 mm nominal diameter • High visibility Orange to suit 24 - 36 mm nominal diameter bars and star pickets • Manufactured from robust, UV Stabilised polypropylene • Encapsulated domed steel plate 2 mm thick with central raised boss • Internal ribs within sleeve to hold cap centrally on bar

Ideal for: Bar ends, star pickets, safety barriers.

• Safety caps for reinforcing bars• Refl ective material • Recyclable plastic

S61

S232

S319



PREFAB




Exp

ansio

n J

oin

t


Expansion Joint – Ablefl ex

Expansion Joint Sticky Back – Ablefl ex

ProductCode

Height(mm)

Thickness(mm)

Length(m/roll)

AFX1050 50 10 25

AFX1075 75 10 25

AFX10100 100 10 25

AFX10125 125 10 25

AFX10150 150 10 25

AFX10200 200 10 25

AFX10300 300 10 25

AFX12100 100 12 25

AFX12125 125 12 25

AFX12150 150 12 25

AFX12200 200 12 25

ProductCode

Height(mm)

Thickness(mm)

Length(m/roll)

AFX1050S 50 10 25

AFX1075S 75 10 25

AFX10100S 100 10 25

AFX10125S 125 10 25

AFX10150S 150 10 25

AFX10200S 200 10 25

AFX10300S 300 10 25

• Strip is easily removed • Flexible, lightweight and can be formed around curved objects• Easy to install S1

S233

Building a Concrete Pool?Our guarantee of quality and performance is POOLSTEEL® from OneSteel Reinforcing.

• POOLSTEEL® is designed specially for concrete pools• POOLSTEEL® meets or exceeds standards AS/NZS 4671 : 2001, Steel reinforcing

materials & AS 2783 : 1992. Use of reinforced concrete for small swimming pools





Exp

ansio

n J

oin

t

Expansion Joint – Jointex

ProductCode

Height(mm)

Thickness(mm)

Length(m)

JNTX50 50 10 2.4

JNTX75 75 10 2.4

JNTX100 100 10 2.4

JNTX125 125 10 2.4

JNTX150 150 10 2.4

JNTX200 200 10 2.4


• A compressible bitumen-impregnated joint fi ller used to seal movement joints in concrete slabs and elements

S100

Expansion Joint – Ridge Flex

ProductCode

Height(mm)

Thickness(mm)

Length(m)

RF75 75 10 2.4

RF100 100 10 2.4

S179


NEW REOWORKS CD/DVD5!The reinforcing essential that has everything you need to know about ‘REO’ has been revised and is Available Now!

• New Case Studies and Videos• Design Guides. Product Brochures and more…




Crack-A

-Jo

int

®


Crack-A-Joint® (Danley®)

ProductCode

DescriptionHeight(mm)

Length(m)

CRAKJ25 Plain 25 3

CRAKJ45 Plain 45 3

CRAKJ45GC Permanent 45 3

CJS25025 Support Stakes 250 –

• Initiates a contraction joint in the slab• No need to saw cut• Rigid• Joined using the joining clips• Available with Rip-A-Strip™ capping• Roll formed from a pre-galvanized strip

Crack Inducer Capping – Crack-A-Joint® (Danley®)

ProductCode

Height(mm)

Length (m)

Colour

CJR253B 25 3 Black

CJR253G 25 3 Grey

CJR253S 25 3 Sandstone

CJR253T 25 3 Terracotta

CJR453B 45 3 Black

CJR453G 45 3 Grey

CJR453S 45 3 Sandstone

CJR453T 45 3 Terracotta

• Available in 4 colours • Easy removal of concrete slurry from top of joint• Permanent – prevents dust and grit penetration

S41

S43







™eco mesh




Crack In

du

cers


Ground Crack Inducers (Danley®)

ProductCode

Height(mm)

Length(m)

Suit Slab(mm)

DCI25 25 3 Up to 150

DCI50 50 3 150 - 250

• Produces a weakening in a slab which induces a crack where planned. • Durable PVC extrusion• Ideal for use with Danley® dowel cradles

Ideal for: Dowel cradles.

Crack Inducers (Connolly®)

ProductCode

Height (mm)

Length(m)

Suit Slab(mm)

KCI25 25 3 Up to 150

KCI45 45 3 150 - 250

• Ideal for joints in stenciled fi nishes• Tear off strip to the capping produces a clean true colour to the joint

Ideal for: Small pours such as footpaths, entertaining areas and small driveways.

Surface Grinding Cap (Connolly®)

ProductCode

Height(mm)

Width(mm)

Length(m)

Colour

KJSGC30B 24 5 3 Black

KJSGC30G 24 5 3 Grey

KJSGC30W 24 5 3 White

KJSGC30S 24 5 3 Sandstone

KJSGC30T 24 5 3 Terracotta

• Eliminates the need for sealants and saw cutting• Grinds easily • One size fi ts all Connolly® Key Joint profi les S317

S40

S31



PREFAB




Key

Jo

int


Expansion Joint System (Connolly®)

ProductCode

Height(mm)

Length(m)

CEKJ3100 100 3

CEKJ3125 125 3

CEKJ3150 150 3

CEKJ3200 200 3

Key Joint – Expanda Joint Cut to length (Danley®)

ProductCode

Height (mm)

EXPKJ100C 100

EXPKJ125C 125

EXPKJ150C 150

EXPKJ200C 200

EXPKJ250C 250

• Includes expansion foam, dowels, dowel sleeves, pegs and wedges• Rigid steel profi le produces straighter joints • Allows load transfer• Designed for continuous pours and/or stop pours• Steel section compatible with all Connolly® UDS dowel sleeves• Load transfer is catered for

S47

Key Joint – Expanda Joint (Danley®)

ProductCode

Height(mm)

Length(m)

EXPKJ24100S 100 2.4

EXPKJ3100S 100 3

EXPKJ3125S 125 3

EXPKJ3150S 150 3

EXPKJ3200S 200 3

EXPKJ3250S 250 3

• Provides the same benefi ts as Keyjoint as well as expansion joint capability• One side faced with 5 mm closed cell foam• Expansion joint capability• Sizes to suit 100 – 250 mm thick slabs• Multiple cappings available• Drive-and-twist stake system• Knockouts allow use of 16 and 20 mm Dowelmaster® sleeves and square dowels• Provides excellent load transfer

Ideal for: Dowelmaster® and square dowels. S235

S47

S318




Key

Jo

int

Key Joint (Danley®)

ProductCode

Height (mm)

Length(m)

KJD3100 100 3

KJD3125 125 3

KJD3150 150 3

KJD3200 200 3

KJD3250 250 3

KJD6100 100 6

KJD6125 125 6

KJD6150 150 6

KJD6200 200 6


• Multi-function galvanized steel stay in place formwork system for concrete slabs• Enables transfer of vertical loads across the joints between slabs• Allows lateral movement between the slabs, but limits vertical differential movement

between the slabs• Has a rigid top edge• Allows continuous concrete placement with preformed internal joints• Incorporates drive’n’twist stake system• Knock-outs provide for placement of square dowels• Ideal for light traffi c areas• Capping available for 3 mm recess, 10 mm recess, or permanent capping with Rip-A-Strip

S51

Key Joint (Connolly®)

ProductCode

Height(mm)

Length(m)

KJ100 100 6

KJ150 150 6

KJ200 200 6

KJ300 300 6

• Stakes included• Can screed off joint• Knockouts to accommodate a range of dowel sizes and shapes• Galvanized steel

S33








Key

Jo

int


Key Joint – Accessories (Connolly®)

ProductCode

DescriptionLength(mm)

KJJ100 Joiner to Suit 100 mm key joint –



KJPEG Stake –

KJPEG100 Stake 100

KJPEG150 Stake 150

KJPEG200 Stake 200

KJWEDGE Wedge –

KJWP4 Wedges & Stakes 400

KJWP5 Wedges & Stakes 500

• Keeps joints straighter• Quick and accurate alignment in both horizontal and vertical directions• One size fi ts all Connolly® Key joint profi les• Does not interrupt the line of Connolly® capping strips

S34

Key Joint – Stakes (Danley®)

ProductCode

Diameter(mm)

Length(mm)

Suit Key Joint(mm)

No. Per Pack

KJDPEG3 10 350 100 - 150 8

KJDPEG4 10 450 200 8

KJDPEG5 10 550 250 8

S54

Key Joint – Capping (Danley®)

ProductCode

Description ColourWidth (mm)

Set Down (mm)

Length (m)

DRASB Permanent ( Rip-A-Strip) Black 13 2 25

DRASG Permanent ( Rip-A-Strip) Grey 13 2 25

DRASS Permanent ( Rip-A-Strip) Sandstone 13 2 25

DRAST Permanent ( Rip-A-Strip) Terracotta 13 2 25

KJDCAPR10 Removable - S tandard Black 10 3 25

KJDCAPR12 Removable - B lock Black 12 10 25

• Four decorative colours (black, grey, terracotta & sandstone)• Standard removable capping (10 x 3 mm)• Block capping (12 x 10 mm)

S53




Key

Jo

int

Key Joint – Capping (Connolly®)

Key Joint Capping – Foam Filler Strips (Connolly®)

Key Joint Capping – Rebate Mould (Connolly®)

ProductCode

Description ColourWidth (mm)

Set Down (mm)

Length (m)

KJCAP Removable Grey 7.5 3 24

KJPCAP Permanent Black 9.5 3 24

KJCAPTBLK Permanent – T earoff Black 9 4 24

ProductCode

ColourWidth (mm)

Set Down (mm)

Length(m)

Suit Key Joint(mm)

KJF100 Black 12 8 6 100

KJF150 Black 12 8 6 150

KJF200 Black 12 8 6 200 - 3 00

ProductCode

ColourWidth(mm)

Set Down(mm)

Rebate Height(mm)

Length(m)

KJRM12 Yellow 12 14 12 3


• Permanent – for architectural fi nish• Removable – where sealant is to be applied• Prevents foreign particles entering the joint• UV treated PVC

• Compression strip for application to the top of Key joints• Closed cell polyethylene foam for maximum compression capabilities• Allows for greatest expansion near the slab surface where it is most needed

• A two-piece rigid plastic capping which forms a dimensionally correct rebate at joints• Designed for heavy traffi c• Forms a true square or rectangular rebate• Rigid PVC

S236

S36

S35





Po

lystyre

ne

Po

ds

Polystyrene Pod

ProductCode

Height(mm)

Dimension(mm)

POD150 150 1100 x 1100

POD225 225 1100 x 1100

POD300 300 1100 x 1100

POD375 375 1100 x 1100

Polystyrene Pod Chairs – TRIPOD®

Compressible Void Former

Polystyrene Pod Spacer/Chair – FISHBONE®

ProductCode

Height(mm)

Length (mm)

No. PerPack

TP45 45 430 20

Product Code Height (mm) Dimensions (mm)

POD140C 140 1100 x 1100

POD225C 225 1100 x 1100

POD300C 300 1100 x 1100

ProductCode

Height(mm)

Length(mm)

No. PerPack

FB45 45 370 25

• Void former• Recyclable material• Light weight• Easy to handle

• Durable• Strong & Flexible• Dimensionally stable

• Compressible to alleviate heavy pressure on slabs

• Used in a slab design that offers fi xed pricing

• Fully tested and accredited • Light weight• Easy to handle• Recycled material

• Triangular design enhances ease of installation and construction speed• Aperture design allows continuous concrete aggregate fl ow• Guarantees two-wire minimum support of reinforcing mesh• Continuous length ensures load distribution minimising damage to polystyrene pods• Part of the ONESLAB® package

Ideal for: Slab on ground using polystyrene pods.

• Replaces footing steel support and internal single pod spacers.• Dual purpose steel location and pod separation• Locates internal and perimeter rib reinforcing connection• Facilitates consistent alignment of pods• Accommodates Trench Mesh and bars (N12 & N16)• Part of the ONESLAB® package


S217

S218

S332

S220




Po

lystyre

ne

Po

ds

Polystyrene Pod Miscellaneous

Polystyrene Pod Spacers

Polystyrene Pod Chairs – PODRAIL


EB300 Edge Spacer 300 mm

INSPACE Interlock Spacer

PODEDGE Edge Spacer

PODINT1 1 Way Internal Spacer

PODEXT2 2 Way External Spacer

PODEXT3 3 Way External Spacer

PODINT4 4 Way Internal Spacer

PODSP 4 Way Internal Spacer


PODBAG Clear Clean Up Bags

PODRUB Rubbish Pickup Charge

ProductCode

Height(mm)

Length(mm)

No. PerPack

BPODR40 40 600 25

• Designed to spread the load of the top reinforcing mesh• Reduces bending of concreter or steel fi xer


• 2-way or 4-way spacers forming internal beam between polystyrene pods• Supports reinforcing bars• Provides concrete cover• Designed to ensure continuous concrete fl ow


• Clear rubbish bags to facilitate collection of pod scraps• Clear rubbish bags provides visibility to ensure non-contamination of pod scraps• Rubbish pick-up enhances ONESLAB® offer to recycle pod scraps

S237

S238

S219








De

corative

Pro

du

cts


Sealer & Solvent

Product Code Description Size

CRSMODIFIER CRS Resurfacing Modifi er 20 L

STENADDSLIP Slip Resistant Additive 1 kg

STENPRIMER Sealer Prime & Sealer 20 L

STENSEALER Decorative Sealer 20 L

STENSOLVENT Solvent 20 L

TINTSEALER Base Sealer for STENTINT 18 L

• Resealing use and/or fi nish coat to new surfaces after application of initial ‘prime and seal’ coat• Designed for use with Decorative Concrete Resurfacing system • Aids curing• Promotes durability and serviceability• Specifi cally designed for the colour sealing of concrete

S73

Designer Concrete Coatings

Designer Concrete Coatings systems are the modern alternative to standard concrete paving fi nishes at a competitive cost over clay brick or tile alternatives. Resurface dull, existing plain concrete or a brand new pavement.

Benefi ts:• New Colour Range• Customer Service and Product Support• Classic and Traditional Paving Patterns• Economy and Value• Low Maintenance• Skid Resistant

Ideal for:• Patios• Driveways• Terraces• Service Courts • Carport Floors• Shop Floors• Pathways & Entranceways• Pool Surrounds • Kitchen & Family Room Floors








De

corative

Pro

du

cts


Decorative Stencil

Product Code Description Size

STENHEAD50 Stencil Header 100 m

STENHD050BLOCK Block Header 100 m

STENHD050BRIC Brick Header 100 m

STENHD050COBBLE Cobble Header 100 m

STENHD050CONVICT Convict Header 100 m

STENHD050EDGE Edge Brick Header 100 m

STENHD050LGTILE Large Tile Header 100 m

STEN050 Stencil 50 - 100 m2

STEN050ASHLAR Ashlar Slate 50 - 100 m2

STEN050BASKT Basket weave 50 - 100 m2

STEN050BLOCK Block 50 - 100 m2

STEN050BUSH Bushrock 50 - 100 m2

STEN050COBBLE Cobblestone 50 - 100 m2

STEN050CONVICT Convict Brick 50 - 100 m2

STEN050DIAMD Diamond Tile 50 - 100 m2

STEN050EURO European Fan 50 - 100 m 2

STEN050HERIT Heritage Weave 50 - 100 m 2

STEN050HERRING Herringbone 50 - 100 m 2

STEN050LGTILE Large Tile 50 - 100 m2

STEN050LONDON London Cobble 50 - 100 m 2

STEN050QUARRY Quarry Tile 50 - 100 m2

STEN050RAND Random Stone 50 - 100 m 2

STEN050REGAL Regal Tile 50 - 100 m2

STEN050RUN Running Bond 50 - 100 m2

STEN050RUST Rustic Brick 50 - 100 m2

STEN050SMLTILE Small Tile 50 - 100 m2

• Completed at the laying of wet concrete• Distinctive driveway surface colours & stencil pattern designs to complement the home, villa or unit• Stencil also available in 100 m2

Ideal for: Driveways, footpaths, patios, terraces, courtyards, pool surround, streetscapes, etc.

S287

Tools & Accessories

Product Code Description Dimension

STENBARTAPE Barrier Tape 100 m x 7 5 m m

STENBROOM10 Scrubbing B room wi th H andle 250 m m

STENBROOMSTN Broom Heads –STENCOVER230 Roller Cover 230 mm

STENCOVER270 Roller Cover 270 mm

STENCOVER460 Texture R oller C over 460 m m

STENDUCTTAPE Duct Tape 48 m m

STENEXTPOLE Roller E xtension Pole 1.8 m

STENFRAME230 Roller Frame 230 mm

STENFRAME270 Roller Frame 270 mm

STENFRAME460 Yoke Frame 460 mm

STENHANDLE Broom Handle –STENSCISSORS Scissors –

• Range of tools and accessories designed for use with Decorative ColourS284




Multimix Colour

Decorative Spray

ProductCode

DescriptionMass(kg)

STENCOLOUR Multi Mix Colour 20

STENCOLAPRICOT Apricot 20

STENCOLBLUESTN Bluestone 20

STENCOLBRICRED Brick Red 20

STENCOLCHAR Charcoal 20

STENCOLCHOC Chocolate 20

STENCOLCLAY Clay 20

STENCOLCOFF Coffee Colour 20

STENCOLDARKRED Dark Red 20

STENCOLDKTERRA Dark Terracotta 20

STENCOLDUSTROS Dusty Rose 20

STENCOLFAWN Fawn Colour 20

STENCOLFREGRAY French Grey 20

STENCOLGUNMET Gunmetal 20

STENCOLLGHTERA Light Terracotta 20

STENCOLLITEGRY Light Grey 20

STENCOLLITESTON Lightstone 20

STENCOLMISGREEN Mist Green 20

STENCOLMUSTD Mustard 20

STENCOLSDBEIGE Sandy Beige 20

STENCOLSDSTONE Sand Stone 20

ProductCode

DescriptionMass(kg)

STENSPRAY Spray on 20

STENSPRAYAPRICOT Apricot 20

STENSPRAYBASE Base Coat 20

STENSPRAYBLUESTON Bluestone 20

STENSPRAYBRICRED Brick Red 20

STENSPRAYCHAR Charcoal 20

STENSPRAYCHOC Chocolate 20

STENSPRAYCLAY Clay 20

STENSPRAYCOBALT Cobalt Blue 20

STENSPRAYCOFF Coffee 20

STENSPRAYDARKRED Dark Red 20

STENSPRAYDKTERRA Dark Terracotta 20

STENSPRAYDUSTROS Dusty Rose 20

STENSPRAYFAWN Fawn 20

STENSPRAYFREGRAY French Gray 20

STENSPRAYGUNMET Gunmetal 20

STENSPRAYHGREEN Heritage Green 20

STENSPRAYLITEGRY Light Grey 20

STENSPRAYMISGREEN Mist Green 20

STENSPRAYMUSTD Mustard 20

STENSPRAYNEUTRAL Neutral 20

STENSPRAYOFFWHITE Off White 20

STENSPRAYSDBEIGE Sandy Beige 20

STENSPRAYSDSTONE Sand Stone 20

STENSPRAYWHITE White 20


• Multimix is used for stencil and stamped concrete. This product is the colour which is shaken over the wet concrete

• Lead time may apply

• Resurfacing/Spray on is mixed with water and modifi er and used to spray on over existing concrete

• Lead time may apply

S282

S283

De

corative

Pro

du

cts




De

corative

Pro

du

cts

Decorative Admixture

ProductCode

DescriptionMass(kg)

STENADD Admix Colour 1

STENADDDRIFT Driftwood 1

STENADDEBONY Ebony 1

STENADDFIJI Fiji Sands 1

STENADDFOREST Forest 1

STENADDGHOST Ghost Gum 1

STENADDGRANITE Granite 1

STENADDGRECIAN Grecian Terracotta 1

STENADDHAWKES Hawkesbury 1

STENADDHUSKY Husky 1

STENADDIRON Iron Bark 1

STENADDLATTE Latte 1

STENADDLAVA Lavastone 1

STENADDLAVENDER Lavender 1

STENADDMANLY Manly Sands 1

STENADDMORROCAN Moroccan 1

STENADDMOUNTAIN Mountain Mist 1

STENADDPAPER Paperbark 1

STENADDPEWTER Pewter 1

STENADDRIVER Riverbed 1

STENADDROSE Rose 1

STENADDSHELL Shell Haven 1

STENADDSMOKEY Smokey Rose 1

STENADDSNOW Snowfi eld 1

STENADDSPRING Spring 1

STENADDSTORM Storm Grey 1

STENADDTUSCANY Tuscany 1

STENADDWHEAT Wheat 1


S281

• Admixture colour oxide is combined with Spray On to achieve a variety of designer colours• Lead time may apply

Release Agent

ProductCode

DescriptionMass(kg)

RELAGT Release Agent 8

RELAGTBEIGE Beige 8

RELAGTBLACK Black 8

RELAGTDARKBROWN Dark Brown 8

RELAGTLITEBROWN Light Brown 8

RELAGTLITEGREY Light Grey 8

RELAGTSAND Sand 8

RELAGTTERRACOTTA Terracotta 8

RELAGTULURURED Uluru Red 8

• Release agent is the fi ne powder that is used when applying stamped concrete systems. Gives a two-tone effect to stamping to help achieve the look of stone, rock or slate etc.

• Lead time may applyS286




Drain

age

& V

en

tilation


Ventilation – Weepa

Possible Product code

DescriptionSize H x W x D

(mm)No. Per Pack

WEEPASTD Standard Weepa 75 x 10 x 105 25

WEEPAHPB High Perf. Bush Fire Weepa 75 x 10 x 105 25

WEEPALOUV Louvered Weepa 75 x 10 x 105 25

WEEPA70 70mm Weepa 75 x 10 x 70 25

WEEPA70HPB 70mm Bushfi re Weepa 75 x 10 x 70 25

WEEPA90EXT 90mm Extension75 x 10 x 70

+ 90 mm extension25

WEEPAPS Pest Stoppa 20

Drainage – Unifl ow® (Mastermesh® Industries)

ProductCode

Channel DimensionW x D x T (mm)

Grate DimensionW x T (mm)

Length(m)

UF24 130 x 90 x 2 145 x 5 2.4

UF30 130 x 90 x 2 145 x 5 3

UF36 130 x 90 x 2 145 x 5 3.6

• Large capacity drain• Hinged cleaning and inspection fl ap• Distinctive slotted grating panel – reduces litter & leaf intake• Fully hot-dipped galvanized to AS/NZS 4680 : 2006. Hot-dip galvanized (zinc) coatings on

fabricated ferrous articles• No formwork necessary• Four Easy-Fit accessories available

• Simplifi es and improves ventilation and drainage in cavity construction• Prevents dampness, fungus and mildew• Prevents entry of embers and vermin into the wall cavity

Ideal for: Brick work and rendered panel

S214

S222

Drainage – Unifl ow® Accessories (Mastermesh® Industries)

Product Code

Description

UFSJ Slip Joint

UFPF Pipe Flange

UFBE Blank End

UFBO Bottom Outlet

S215




Lin

tels


LINTELSPremium quality GALINTELS® are a range of light-weight, easy to install, load bearing, hot-dipped galvanized ribbed steel lintel bars for the building and construction industry. They are specifi cally designed and fully tested to support brickwork over openings such as windows and doors.

Your design engineer should determine the type, size and length of the GALINTEL® to be used.

An extensive range of profi les and sizes are available to suit all types of applications including:

• GALINTEL® Solid Base Angle• GALINTEL® Multi-Rib T-Bar• GALINTEL® Rendabar• GALINTEL® Traditional Flat Angles and T-Bars• GALINTEL® Cavi-T-Bar.

Note: All Lintels hot-dip galvanized to AS/NZS 4680 : 2006 Hot-dip galvanized (zinc) coatings on fabricated ferrous articles and also achieve R3 durability Rating

R3 Durability Rating – 25-year WarrantyGenuine Galintel® hot-dip galvanized steel lintels are 40% lighter than solid lintels with a high strength to weight ratio.

The ribbed Galintel® profi le creates a superior bond with the mortar. The brickwork, mortar and lintel work together to form a composite beam with exceptional strength and load carrying capacity.

You won’t have to worry about corroded lintels and cracked brickwork thanks to the generous galvanizing layer – including the ends of the product where corrosion often begins.

All Galintel® bars comply with the following standards:

> Hot-dip galvanized to AS/NZS 4680 : 2006

> Up to R3 durability ratings in accordance with AS/NZS 2699.3 : 2001 - Built in components for masonry construction.

> Loads in accordance with AS/NZS 1170.1 : 2002 - Structural design actions set.

Compliance with codes and standards is guaranteed – Galintel performance backed by research conducted by the University of NSW, Sydney University and CSIRO.

Durability & corrosion – resistance (R3 rating)All Galintel® products are hot-dip galvanized with a zinc coating of 600 g/m2 which complies with an R3 durability rating. Durability is a function of the thickness of the zinc coating (black steel is classifi ed as RO and stainless steel as R5).

Galintels® can achieve an R4 durability rating when coated with a two-part epoxy coating (contact Galintel® for specifi cation sheet).

Product WarrantyAll Galintel® products are guaranteed against defects in materials and workmanship.

Galintel Pty Ltd further warrants that its products will suffer no loss of function nor will they adversely affect the masonry within 25 years from the date of installation. For full warranty conditions and registration details visit www.galintel.com.au.

Quick Selection Guide1. Determine the Loading Category by referring to the

diagrams below.

2. Determine the span of the opening, including end bearings, and use the Clear Span Length table to fi nd the appropriate Galintel® profi le.

3. Determine the load to be applied to the Galintel® and refer to the Safe Load tables over page to fi nd the correct profi le size and stock length.

Example: Loading Category B (cavity wall construction), 1800 mm span with UDL of 1400 kg/m, from the safe load tables over page, this requires a Galintel® Solid Base Angle with 150 x 100 mm profi le and stock length of 2100 mm.

Construction CategoryCategory A – Non-load bearing brick veneer with separate structural timber frame.

Category B – Cavity wall equally supported on both skins. Supported roof span < 8m.

Category C – Lightweight sheet roof and ceiling supported on single skin. Supported roof span < 8m.

Category D – Lightweight timber truss, tiled roof and sheet ceiling supported on single skin. Supported roof span < 8m.

Category E – Load-bearing internal brickwork under

upper storeys. Supported fl oor span < 8m.

A B C D E

These diagrams represent general domestic and light commercial construction only using conventional framing materials and standard building practices. All load-bearing walls must have at least three courses of bricks over the opening.

The wall above the opening should not be subjected to major loads other than those from normal roof, ceiling and fl oors. Avoid point loads above the opening such as hot water tanks and roof storage areas.

Category E loadings that do not comply with the above conditions should be referred to a structural engineer.





Lin

tels


How do I decide which Galintel® is best for my project?

Your design engineer should determine the type, size and length of Galintel® for the brickwork openings by consulting the relevant technical data and safe load tables.

Why are Galintel® products hot-dip galvanized?

Hot-dip galvanizing (HDG) is the most economical form of providing corrosion protection for steel to prevent rust. Brickwork cracking caused by rust displacement is virtually eliminated by the corrosion protection of HDG. HDG also offers excellent impact and scratch resistance to cope with the rigours of transport and handling on a building site.

What if I require a non-standard length Galintel®?

You may use a longer length of Galintel®, which will result in a longer end-bearing length. Where the end-bearing length is restricted, you can cut the Galintel® to the required length. The cut end must be cleaned, primed and painted with a zinc-rich paint (minimum 95% zinc content). However, product warranty would not apply.

Do I need to prop Galintels®?

Yes. During installation props must be positioned and not removed until the mortar is cured. This allows the composite beam to form correctly and ensures level alignment of the brickwork. Props should be no further apart than 1.2 m.

How many courses of bricks are needed above a steel lintel?

The Building Code of Australia requires that not less than three courses of bricks must be used above a steel lintel to form an arching effect.

Can I weld to a Galintel®?

We don’t recommend that you perform welding on Galintel® products as welding destroys the protective zinc coating. If welding is required, consult your design engineer.

Which Galintel® product is best suited for a rendered fi nish application?

Galintel® Rendabar® is ideal because it is specifi cally designed and developed for rendered applications.

Is there a Galintel® available for fi re rated structures?

Yes. Galintel Rendabar® has a fi re rating of up to two hours depending on the application. To achieve the designed fi re rating the Galintel Rendabar® must be cement-rendered after installation. The rendering must also meet relevant building codes and standards.

Are Galintels® suitable for buildings near the coast or in severe environments?

Galintels® are suitable for use in these areas, but additional coatings may be required. AS2312 specifi es the types of additional protective coating needed to maintain the required service life in highly corrosive environments.

What guarantees do Galintels® offer?

Galintel Pty Ltd guarantees that all Galintel® products are free from defects in material and workmanship. Galintels® have been appraised by the CSIRO, they comply with the requirements of the BCA and are designed and tested to meet the relevant sections of AS3700 : 2001 – Masonry structures. Galintels® meet the requirements of the R3 durability classifi cation as defi ned in AS/NZS2699.3 : 2002. Galintel® products have been recognised by the Australian Design Council with an Australian Design Award.

How do I identify a genuine Galintel® product?

Galintels® can be identifi ed by their ribbed profi le. All products in the Galintel® range are also clearly labelled to show the name, size, length, unit weight, month/year of manufacture and durability classifi cation.

How do I ensure full composite action is achieved?

By ensuring that mortar is present at all contact surfaces between bricks and lintel and that the lintel is correctly propped during installation.

Lintels – Frequently Asked Questions

Disclaimer: Information contained in this brochure does not constitute an offer and is supplied in good faith to aid the user in the correct selection of our products. Every care has been taken to ensure that the information is correct; however, we cannot guarantee its accuracy or completeness and we assume no responsibility for errors or omissions or for any consequences of reliance on this publication. Galintel Pty Ltd is committed to continual improvements in their products and they reserve the right to change specifi cations, details and designs without notice. All dimensions and masses in this brochure are nominal.




An

gles &

Flats

Lintel – Traditional Flat 75 x 10 mm (Galintel®)

ProductCode

Length(m)

Recommended Span(m)

A1FG08 0.8 0.6

A1FG09 0.9 0.7

A1FG10 1.0 0.8

A1FG11 1.1 0.9

A1FG12 1.2 1.0

• Hot rolled merchant bar lintel• 300 MPa grade steel• Fully hot-dip galvanized fi nish to achieve R3 durability rating

S99

Lintel – Flat Bar 85 x 7 mm (Galintel®)


ANGLES & FLATSUnless otherwise indicated, load values in the tables are limited by stress. For example, for a span of 2100 mm, a 150 x 100 x 2400 Galintel® may have a load of 949 kg/m applied safely with a maximum long-term defl ection of 1/600 span or 3.5 mm (2100/600 = 3.5).

Note: All tables are intended as a guide only. Qualifi ed expert advice should be sought in deciding the suitability of any structural product for a construction application. UDL = Uniform Distributed Load

Safe Load Tables

ProductCode

Length(m)

Clear Span Length (m)

Category A

Category B

Category C

Category D

Category E

TF08 0.8 0.6

TF09 0.9 0.7

TF10 1 0.8

TF11 1.1 0.9

TF12 1.2 1

S27








An

gles &

Flats

ProductCode

Length(m)


Category A

Category B

Category C

Category D

Category E

GRL218 1.8 1.5

GRL220 2 1.7

GRL221 2.1 1.8

GRL224 2.4 2.1

GRL227 2.7 2.4

GRL230 3 2.7

GRL233 3.3 3

GRL236 3.6 3.3

GRL240 4 3.7

Lintel – Angle Bar 100 x 100 x 6 mm (Galintel®)

S24

Lintel – Angle Bar 150 x 100 x 6 mm (Galintel®)

S239

ProductCode

Length (m)


Category A

Category B

Category C

Category D

Category E

GRL109 0.9 0.6

GRL112 1.2 1

GRL114 1.4 1.1

GRL115 1.5 1.2

GRL117 1.7 1.4

GRL118 1.8 1.5

GRL120 2 1.7

GRL121 2.1 1.8

GRL124 2.4 2.1

GRL127 2.7 2.4

Safe Load Tables


NEW REOWORKS CD/DVD5!The reinforcing essential that has everything you need to know about ‘REO’ has been revised and is Available Now!

• New Case Studies and Videos• Design Guides. Product Brochures and more…




Traditio

nal A

ng

les


Lintel – Traditional Angle 100 x 75 x 10 mm (Galintel®)

S98

TRADITIONAL ANGLESNotes on safe load tables for Traditional Angles

Loads given are total (allowable) loads including lintel and brickwork. These load tables assume that bricks and props fully restrain the lintel against twisting and local buckling of compression leg. Non-composite action was used in the calculations. UDL for each Construction Category was based

on 8 m of supported span of fl oor or roof (of which 4 m is taken by the section being considered). Six courses of bricks were considered for each category. UDLs for each Loading Category in kg/m were: A – 124, B – 374, C – 391, D – 605, E – 2202, F – 1020.

Note: A minimum of three courses of bricks must be laid above the lintel.

Safe Load Tables

Lintel – Traditional Angle 150 x 90 x 10 mm (Galintel®)

S245

ProductCode

Length(m)


Category A

Category B

Category C

Category D

Category E

A2LG12 1.2 0.9

A2LG15 1.5 1.2

A2LG18 1.8 1.5

A2LG21 2.1 1.8

A2LG24 2.4 2.1

A2LG27 2.7 2.4

A2LG30 3.0 2.7

A2LG60 6.0 5.7

ProductCode

Length(m)


Category A

Category B

Category C

Category D

Category E

A3LG18 1.8 1.5

A3LG21 2.1 1.8

A3LG24 2.4 2.1

A3LG27 2.7 2.4

A3LG30 3.0 2.7

A3LG33 3.3 3.0

A3LG36 3.6 3.3

A3LG40 4.0 3.7

A3LG45 4.5 4.2

A3LG50 5.0 4.7

A3LG55 5.5 5.2

A3LG60 6.0 5.7

FREE REO Bar Gauge!• Confi rm key REBAR sizes for N10, N12, N16, N20,

N24, N28 and N32.






RE

ND

AB

AR

®

Lintel – Rendabar® 100 x 100 x 8 mm (Galintel®)

RENDABAR®

Galintel Rendabar® is a total load bearing bar specifi cally designed to facilitate cement rendering. The bond between mortar, brickwork and lintel forms a composite beam of superior strength and structural integrity. The platform leg provides a wide base of support for brickwork and a generous keying area for cement rendering.

Light weight rigidity

Galintel Rendabars® are considerably lighter than other forms of lintels contributing to ease of handling and faster construction and less potential damage to green masonry. Mortar bonding with the multi-ribbed section locks the Rendabar® fi rmly to the masonry providing superior lateral bracing and rigidity.

Safe Load Tables

Lintel – Rendabar® 150 x 100 x 8 mm (Galintel®)

ProductCode

Length(m)

Recommended Span (m)

RDBL21 2.1 1.8

RDBL24 2.4 2.1

RDBL27 2.7 2.4

RDBL30 3 2.7

RDBL33 3.3 3

RDBL36 3.6 3.3

RDBL40 4 3.7

ProductCode

Length(m)


RDB09 0.9 0.6

RDB12 1.2 0.9

RDB15 1.5 1.2

RDB18 1.8 1.5

RDB21 2.1 1.8

RDB24 2.4 2.1

• Total load bearing lintel designed to facilitate cement rendering • Lighter than other forms of lintels used with rendered fi nish • Ribbed profi le forms a composite beam of superior strength• Fully hot-dip galvanized fi nish to achieve R3 durability rating• Complies with Australian Building Code requirements

S26

S240




made to size




Lintel – Multi-Rib T-Bar 200 x 200 x 7 mm (Galintel®)

Product Code

Length(m)

Recommended Span(m)

TB7 Size to Order As Applicable

TB709 0.9 0.6

TB712 1.2 0.9

TB715 1.5 1.2

TB718 1.8 1.5

TB721 2.1 1.8

TB724 2.4 2.1

TB727 2.7 2.4

TB730 3 2.7

TB733 3.3 3

• Total load bearing lintel designed to support 230 mm brickwork over openings• High strength-to-weight ratio• Relies on composite action with mortar and brickwork• Up to 40% lighter than traditional T-Bars• Fully hot-dipped galvanized fi nish to achieve R3 durability rating• Complies with Australian Building Code requirements

S241

MULTI-RIB T-BARSGalintel® Multi-Rib T-Bars are cost-effective lintels that provide structural rigidity, high strength-to-weight ratio and resistance to corrosion.

The multi-ribbed profi le forms a superior bond with the mortar. This bond between mortar, brickwork and lintel creates a composite beam of superior strength and structural integrity. The Galintel® Multi-Rib T-Bar is a total load bearing lintel designed to support 230 mm brickwork over a clear opening.

Safe Load Tables

Lintel – Multi-Rib T-Bar 200 x 200 x 9 mm (Galintel®)

ProductCode

Length(m)

Recommended Span(m)

TB9 Size to Order As Applicable

TB936 3.6 3.3

TB939 3.9 3.6

TB942 4.2 3.9

TB945 4.5 4.2

TB948 4.8 4.5

TB951 5.1 4.8

TB954 5.4 5.1

TB957 5.7 5.4

TB960 6 5.7

TB963 6.3 6

S242

Mu

lti-Rib

T-Bars




Traditio

nal T-B

ars

Lintel – Traditional T-Bar 200 x 200 x 10 mm (Galintel®)

ProductCode

Length(m)

Recommended Span(m)

TTB1020 Made to Order As Applicable

TTB102027 2.7 2.4

TTB102033 3.3 3

TTB102052 5.2 4.9

TTB102060 6 5.7

TTB102063 6.3 6

S339

TRADITIONAL T-BARSTraditional T-Bar features

• Designed and manufactured in Australia

• Comply with Australian Standards and Building Code requirements

• Manufactured under process-based quality control requirements

• Product certifi ed by Unisearch Limited

• Fully machine welded

• 300 MPa grade steel

• All surfaces, including ends, fully hot-dip galvanized with 600 g/m2 zinc coating

• R3 durability rating as standard fi nish

Safe Load Tables

Lintel – Traditional T-Bar 250 x 200 x 10 mm (Galintel®)

ProductCode

Length(m)

Recommended Span(m)

TTB1025 Made to Order As Applicable

TTB102554 5.4 5.1

TTB102560 6 5.7

• Fully machine welded structural lintel beam• 300 MPa grade steel• Does not rely on composite action• Fully hot-dip galvanized fi nish to achieve R3 durability rating

S243





CA

VI-T-B

ars™

Lintel – Cavi-T-Bar™ Vertical Leg 240 x 9.5 mm Platform Leg 250 x 8 mm (Galintel®)

Product Code

Height(m)


CAVTL Made to Order As Applicable

CAVTL42 4.2 3.9

CAVTL45 4.5 4.2

CAVTL48 4.8 4.5

CAVTL52 5.2 4.9

CAVTL54 5.4 5.1

CAVTL56 5.6 5.3

CAVTL60 6.0 5.7

S330

CAVI-T-BAR™The Galintel Cavi-T-Bar™ lintel is the ideal solution for cavity walls, either double brick, or brick veneer with timber trusses.

The Cavi-T-Bar™ was developed in response to demand from builders for an economical substitute for built-up steel sections such as parallel fl ange channel and plate.

Similar to a T-Bar but with a special top fl ange incorporated into the upright section, the Galintel Cavi-T-Bar™ provides an off-the-shelf solution for cavity walls, hot-dip galvanized and fully engineered.

Cavi-T-Bar™ features

• Up to 25% lighter than built-up steel sections

• Convenient, economical substitute for built-up steel sections such as parallel fl ange channel and plate

• Fully hot-dip galvanized (600 g/m2)

• Available in standard lengths

• Fully engineered and university tested

• Full product warranty

Safe Load Tables

• Convenient, economical substitute for built-up steel sections such as parallel fl ange channel & plate

• Up to 20% lighter than built-up steel sections of equivalent load capacity• Fully hot dip galvanized fi nish to achieve R3 durability rating• Fully Engineered• Full Product Warranty

Lintel – Cavi-T-Bar™ Vertical Leg 180 x 8 mm Platform Leg 250 x 8 mm (Galintel®)

ProductCode

Length(m)


CAVT Made to Order As Applicable

CAVT27 2.7 2.4

CAVT30 3.0 2.7

CAVT33 3.3 3.0

CAVT36 3.6 3.3

S329




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Threaded REIDBAR™ System – Frequently Asked Questions

How far into the Coupler must the bar be threaded?Tests show that to achieve the ultimate strength of the connection the thread engagement must be at least 80% of the maximum thread depth available in the fi tting. Correct bar insertion is critical to the performance of the REIDBAR™ system and it is recommended that good practice requires the user to mark the bar at half coupler length back from the inserted end so that a visual check is available.

Is tightening torque critical in the performance of REIDBAR™ components?Provided the bar is screwed tightly against the centre stop, or fully through the component, whichever is appropriate, the full breaking strength of the bar will be developed. Reid™ recommends using a wrench with a minimum length of 300 mm to ensure the bar is fully engaged.

What is the best way of cutting REIDBAR™ before joining?It is preferable to cut REIDBAR™ with an abrasive cut-off wheel or cut-off saw as sheared or cropped ends usually present problems. Poorly maintained equipment will leave a misshaped core diameter and excessive burr on the bar end making more diffi cult to thread on nuts and couplers.

What end treatment is required before coupling?If diffi culty is encountered because of burring or distortion of the end during cutting or shearing then a light dressing with an angle grinder to remove the damage is all that is required.

Can you bend and rebend REIDBAR™?Rebending reinforcing steel is not recommended because steel strain hardens when it is bent and loses some of its ductility, an effect that is usually increased when the steel is rebent. It is important that reinforcing steel used in concrete structures remains ductile, especially when the structure could be subjected to seismic loads.

Can I weld cast REIDBAR™ fi ttings?Although cast SG Iron fi ttings can be welded using specialised techniques it is not a recommended practice because it will degrade the strength and ductility of the fi tting and it will no longer meet the performance characteristics stated in this manual. Hot forged nuts can be welded and nuts manufactured from free machining steels can also be welded but caution needs to be exercised if load capacity is critical. If you have further questions regarding welding contact Reid™ for clarifi cation.

How do I connect one precast concrete element to another using REIDBAR™?The best way to join to concrete elements is by casting a REIDBAR™ Grout Sleeve into the top of the lower element and a REIDBAR™ Coupler into the bottom of the upper element. This eliminates the need for any starter bars protruding from the precast elements that are liable to damage and bending. Immediately prior to fi nal placing a starter bar of the correct length is screwed into the coupler and non-shrink grout is poured into the grout sleeve cup. The two elements are then brought together into the fi nal position, levelled and propped.

Note: This pre-grout method avoids the necessity for casting in grout tubes and the need for a separate grouting operation. TO EFFECTIVELY ANCHOR A GROUT SLEEVE IT REQUIRES A LAP LENGTH OF BAR PROTRUDING FROM AND SCREWED INTO THE THREADED END.

What are the minimum cover requirements for REIDBAR™ and components?REIDBAR™: Code requirements for Reinforcing must be observed. Refer to AS 3600 Concrete structures. Components: Because the two main factors to be considered are Fire and Corrosion suffi cient protection for the components should be specifi ed by the designer according to the requirements of the application, taking into consideration the relevant codes and the following notes.

Fire: The temperature of the steel reinforcing is affected by the cover of concrete over the full extent of the embedded bar. The temperature is averaged over the steel by conduction along its length which acts to quickly dissipate any localised temperature variations. A minor reduction in the cover in a very localised area (e.g. at a coupler) would therefore not lead to any signifi cant increase in steel temperature and no increased reduction in strength.Corrosion: (1) Those metal REIDBAR™ components not made of ductile iron require the same cover as the bar itself unless galvanized or otherwise protected.(2) REIDBAR™ components in sizes larger than RB12 are generally manufactured from specially alloyed high strength ductile iron. Ductile iron corrodes at about 30% of the rate of reinforcing steels and the products of the corrosion are not expansive. Therefore it does not lead to the spalling and fl aking problems commonly associated with the corrosion of steels in concrete. Because of this good corrosion resistance cover for Ductile Iron components can be reduced, although it is suggested that cover be maintained to at least 50% of code requirements for reinforcing steel. The exception to the better corrosion resistance of ductile iron is sea water and in that case it is preferable to use the same cover limitation as the bar.

Can I use the REIDBAR™ system at temperatures below freezing?All low temperature applications should be considered carefully, especially where impact loads are also present, even though AS/NZS 4671 : 2001 Steel reinforcing materials, has no impact test requirement.

REIDBAR




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Threaded REIDBAR™ System

Features and Benefi ts• A continuously threaded, hot rolled, Grade 500 reinforcing bar that can be cut

at any point along its length, then simply joined end to end by a coupler. This unique feature enables an entirely new approach to reinforcement placing and fi xing

• Improved structural integrity. Ductility can be guaranteed at all column/beam/slab joints

• Ultimate strength development is possible with short embedment depths

• Suitable for very thin concrete sections, such as wall panels

• Conforms to recognised Industry Standards

• Provides simple solutions for construction problems, reducing both labour and material costs

• Increases productivity on site

• Full range of threaded fi ttings for joining, anchoring and terminating

• Simplifi es the detailing and fi xing of REBAR

• Economical to splice at any point along the bar without specialised splicing equipment

• Reduces bar congestion problems; laps, cogs, eliminated in heavily reinforced areas

• Eliminates cast-in starter bars to simplify transport and handling

• Easy to provide anchorage for starter bars for in-situ concrete pours

• Eliminates the need to drill holes in formwork and shutters for starter bars

• Offcuts have many other uses and the ability to join shorter lengths reduces wastage

REIDBAR™ satisfi es the requirements of the standard for AS/NZS 4671 : 2001 Steel reinforcing materials. The bars are hot rolled with the deformations forming a continuous right hand thread.

REIDBAR™ is part of a proprietary system using a range of fi ttings to simplify reinforcement detailing. With exception of formwork fi ttings and some RBRACE fi ttings all construction system fi ttings develop the breaking strength of REIDBAR™.

* – Miniumum

REIDBAR

ProductCode

Bar Diameter

(mm)Grade

Nom Thread Pitch (mm)

Characteristic Values

Mass (kg/m)

Nom Area

(mm2)

Hole Dia. to

Pass Bar* (mm)

Yield Stress* (MPa)

Yield Strength*

(kN)

Ultimate Strength*

(kN)

Shear* (.62 min

ult)

RB12 12 500N 8 500 56.5 61.0 37.8 0.91 113 15

RBA16 16 500N 9 500 100.6 108.5 67.3 1.62 201 20

RBA20 20 500N 10 500 157.0 169.6 105.2 2.53 314 24

RB25 25 500N 12.9 500 245.5 265.1 164.4 3.95 491 29

RB32 32 500N 16.4 500 402.0 434.2 269.2 6.47 804 38

Specifi cations & Sizes




ProductCode

Grade(MPa)

Metric ThreadStressed Area

(mm2)f

sy

(kN)

Limit State Strength ø f

sy

(kN)

N12 500 M10 58 21.8 17.4

RB12 500 RB12 113.1 56.5 45.2

N16 500 M12 84.3 31.6 25.3

RBA16 500 RB16 201 100.5 80.4

N20 500 M16 157 58.9 47.1

RBA20 500 RB20 314 157.1 125.7

N24 500 M20 245 91.9 73.5

RB25 500 RB25 491 245.5 196.4

Threaded REIDBAR™ Starter Bar Systems

REIDBAR

REIDBAR™ starter bar systems have been developed to provide full strength and positive connections between precast concrete panels, fl oor slabs and in situ suspended fl oors.

The system comprises REIDBAR™ Threaded Inserts, REIDBAR™ Starter Bars, specially designed Placement Chairs, Nailing Plates and Antenna Caps.

The versatility of the system allows the contractor to set up the REIDBAR™ Inserts prior to the panel being poured or to ‘puddle them in’ before the panel is fl oated off.

Whatever the method used, REIDBAR™ starter bar systems offer strength, stability, price effectiveness and ease of operation that you just don’t get with standard N Bar starter bars.

Features and Benefi ts• Available in RB12, RBA16 and RBA20 diameters – off the shelf

• Thread diameter is true to size – not a N20 bar with a thread turned down to 16 mm

• Coarse thread on the bar resists damage and minimises foreign materials blocking the threads of the cast-in REIDBAR™ insert

• Coarse thread results in speed of application when screwing the Insert and starter together

• System components are purpose designed and offer speed of set up and installation either in the precast yard or on site

• Non-standard lengths are easily catered for as starter bars are cut from standard 6 or 12 m lengths of threaded reinforcing bar.

Comparison Table – REIDBAR™ Starter Bars vs N-bar Starter Bars

fsy

= the characteristic yeild strength of steel reinforcement (referred to as Re in AS/NZS 4671 : 2001)

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Threaded REIDBAR™ – Soil and Rock Anchoring

REIDBAR

Features and Benefi ts• REIDBAR™ has closely defi ned mechanical properties which provide consistent

performance under long-term anchor loading

• Unlike strand tendons the solid anchors have no constructional losses

• Supplied in the hot rolled condition which is effectively stress-free

• The high ductility and smooth, relatively fl at rate of strain hardening ensures a high margin of safety against tensile/shear overload in the case of transverse movements in the rock or soil

• Resists dynamic loads (e.g. traffi c wheel loads)

• Preloading to the full working load ensures that the load transmitted to the anchorage medium (rock or soil) is constant i.e. live loads are not transmitted to the anchorage medium

• Rugged thread is resistant to damage

• May be tensioned, released and re-tensioned with ease

• Simplicity in applying the prestress with jacks, torque wrenches or air operated tools

• Recoverable anchors may be removed to simplify later excavations

• The rigidity of the anchors makes them easy to install especially in overhead applications

• High shear bond as deformations are designed for shear interlock with concrete or resin

• Transmits the anchor forces effi ciently to the grout body without additional fi ttings

• Standard stock lengths may be stored and cut to suit the application

• Offcut bars may be used for all standard concrete reinforcement applications in the construction site whilst small pieces are ideal for formwork, starter bars or hangers in underground works

• Can be cut and spliced at any point along its length

Specifi cations & Working LoadsMechanical properties and working loads for grade 500 REIDBAR™

ProductCode

Bar Diameter

(mm)Grade

Char Yield Stress (MPa)

Char Min Strength

(kN)

Char Min Ult Strength

(kN)

Char Min Shear .62 min Ult

(kN)

Max Tensile Working Load

(kN)

RB12 12 500N 500 56.5 61.0 37.8 39

RBA16 16 500N 500 100.6 108.5 67.3 70

RBA20 20 500N 500 157.0 169.6 105.2 109

RB25 25 500N 500 245.5 265.1 164.4 171

RB25 32 500N 500 402.0 434.2 269.2 281

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N24, N28 and N32.






REIDBAR

REIDBAR™ – Stock Black

ProductCode

Diameter (mm)

Length(m)

RB12S6 12 6

RBA16S6 16 6

RBA20S6 20 6

RB25S6 25 6

RB32S6 32 6

RBA16S12 16 12

RBA20S12 20 12

RB25S12 25 12

RB32S12 32 12

REIDBAR™ – Stock Galvanized

ProductCode

Diameter (mm)

Length(mm)

RB12SG 12 6

RB25SG 25 6

RB32SG 32 6

RBA16SG 16 6

RBA20SG 20 6

Note: OneSteel Reinforcing does not recommend REIDBAR™ for formwork use.


500PLUS® REIDBAR™This unique system consists of continuously threaded 500N Grade reinforcing bar and a complementary range of fi ttings and accessories which have been proven to simplify the detailing and fi xing of reinforcing bar. REIDBAR™ reinforcing bars can be cut and joined together at any point without the loss of strength associated with tradtional bar systems, or the material wastage arising from lapped connections.

Note: Lead time required for galvanized bars and fi ttings.

REIDBAR™ – Processed Black

ProductCode

Diameter(mm)

RB12 12

RBA16 16

RBA20 20

RB25 25

RB32 32


Ideal for:• Wall to Beam• Wall to Slab• Beams• Columns

• Slab to Slab• Core Wall/Shear Wall Joints• Beam to Slab

QAB

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QPB

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REIDBAR™ – Processed Galvanized

ProductCode

Diameter(mm)

RB12G 12

RBA16G 16

RBA20G 20

RB25G 25

RB32G 32

Note: OneSteel Reinforcing does not recommend REIDBAR™ for formwork use.QPG

REIDBAR

REIDBAR™ – Couplers Black

ProductCode

Suit REIDBAR™

(mm)

Length(mm)

Thread Depth(mm)

Body OD(mm)

Hex OD(mm)

RB12C 12 90 43 22 29

RBA16C 16 102 47 30 34

RBA20C 20 116 55 33 43

RB25C 25 180 87 43 52

RB32C 32 210 102 55 66

S162

REIDBAR™ – Couplers Galvanized

ProductCode

Suit RE-IDBAR™

(mm)

Length(mm)

Thread Depth(mm)

Body OD(mm)

Hex OD(mm)

RB12CG 12 90 43 22 29

RBA16CG 16 102 47 30 34

RBA20CG 20 116 55 33 43

RB25CG 25 180 87 43 52

RB32CG 32 210 102 55 66

S163

• Internally threaded couplers for joining REIDBAR™ lengths• Ideally suited to provide continuity of reinforcing especially for heavily congested areas • Eliminates the need for lapping and protruding bars whilst ensuring structural integrity

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REIDBAR™ – Nut Galvanized

S172


REIDBAR™ – Nut Black

ProductCode

Suit REIDBAR™ (mm)

Length(mm)

Hex A/F(mm)

Hex A/C(mm)

RB12N 12 40 25 25

RBA16N 16 45 30 34

RBA20N 20 45 36 42

RB25N 25 65 46 53

RB32N 32 82 55 63.5

ProductCode


Length(mm)

Hex A/F(mm)

Hex A/C(mm)

RB12NG 12 40 25 25

RBA16NG 16 45 30 34

RBA20NG 20 45 36 42

RB25NG 25 65 46 53

RB32NG 32 82 55 63.5

S171

REIDBAR™ – Threaded Inserts Galvanized

ProductCode


Length (mm)

Thread Depth (mm)

OD (mm)

Foot Diameter (mm)

RB12TIG 12 100 53 22 38

RBA16TIG 16 118 47 30 50

RBA20TIG 20 148 60 35 64

RB25TIG 25 191 78 43 80

RB32TIG 32 210 102 55 101

S177

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• Fastening of structural elements• Bracing & tie back applications

• Soil anchoring

REIDBAR™ – Threaded Inserts Black

ProductCode


Length (mm)

Thread Depth (mm)

OD (mm)

Foot Diameter (mm)

RB12TI 12 100 53 22 38

RBA16TI 16 118 47 30 50

RBA20TI 20 148 60 35 64

RB25TI 25 191 78 43 80

RB32TI 32 210 102 55 101

S176

• Cast into concrete & designed to accept REIDBAR™ • Provide full anchorage in thin walled panels• Ensures suffi cient embedment to develop the full strength of the bar• On-site bending of bar is eliminated and site effi ciencies are improved,

resulting in faster fl oor cycles





REIDBAR™ – Grout Sleeve

ProductCode

Size(mm)

Length (mm)

Thread Depth (mm)

OD (mm)

Max Bar Embedment

(mm)

RBA16GS 16 240 47 50 190

RBA20GS 20 290 55 60 224

RB25GS 25 360 78 70 274

RB32GS 32 445 109 75 320

• Used for connecting REIDBAR™ lengths where one side of the connection cannot be spun• Used for converting to standard reinforcing bar or for vertical connections where continuity

of reinforcing is requiredS167

REIDBAR™ – Base Plates Galvanized

ProductCode


Length(mm)

Width(mm)

Thickness(mm)

RBA20BPG 16 or 2 0 100 100 6.3

RB32BPG 25 or 3 2 150 150 10

REIDBAR™ – Spherical Washers Galvanized

ProductCode


Dimensions – OD x ID x T (mm)

RBA20SWG 16 or 2 0 50 x 24 x 18

RB32SWG 25 or 3 2 70 x 37 x 24

• Used for soil nailing and rock anchoring when the REIDBAR™ is not perpendicular to the bearing face. The arrangement will accommodate an inclination up to 20˚.

• Used for soil nailing and rock anchoring when the REIDBAR™ is not perpendicular to the bearing face. The arrangement will accommodate an inclination up to 20˚.

S159

S175

REIDBOX™

ProductCode

Length (mm)

Width (mm)

Thickness(mm)

Punchout Hole Spacing(mm)

REIDBOX 750 100 35 50

• Plastic boxes used to position and locate REIDBAR™ threaded inserts and couplers

S301

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REIDBOX™ – Threaded Inserts

Product Code

Suit REIDBAR™ Threaded Insert

(mm)

Insert Spacing (mm)

Inserts/Box

RB12BOX150TI 12 150 5

RB12BOX200TI 12 200 4

RBA16BOX150TI 16 150 5

RBA16BOX200TI 16 200 4

RBA20BOX150TI 20 150 5

RBA20BOX200TI 20 200 4

• Pre-assembled boxes to suit specifi c project requirements• Offer a fast, cost-effective way to position and locate REIDBAR™ threaded inserts• Box length – 750 mm S178

REIDBOX™ – Couplers

ProductCode

Suit REIDBAR™ Coupler (mm)

Spacing (mm)

No. Per Box

RB12BOX150C 12 150 5

RB12BOX200C 12 200 4

RBA16BOX150C 16 150 5

RBA16BOX200C 16 200 4

RBA20BOX150C 20 150 5

RBA20BOX200C 20 200 4

S158

REIDBAR™ – Polyurethane Board

ProductCode

TypeThickness

(mm)Width(mm)

Mass(kg/m)

Length(mm)

RBBOARDS Single 30 90 2.8 As required

RBBOARDD Double 30 180 5.6 As required

• Max board length – 1200 mm

REIDBAR™ – Bolt

ProductCode

Suit REIDBAR™ fi ttings(mm)

RB12BOLT 12

RBA16BOLT 16

RBA20BOLT 20

RB25BOLT 25

RB32BOLT 32

S290

S300• Plastic holding bolt

50

0P

LU

S® R

EID

BA

R™





REIDBAR™ – Rebate Insert

ProductCode


Length (mm)

Thread Depth (mm)

Foot Dia (mm)

Cross Hole Dia (mm)

RB12RI 12 78 53 39 14.5

RBA16RI 16 96 47 51 14.5

• Designed to be used in thin walled panels and panels with rebates, where standard REIDBAR™ Inserts will not fi t

• Includes a cross hole to suit N12 bar • Minimum rebate of 25 mm required to achieve bar break connection

Ideal for: Precast wall panels.S272

REIDBAR™ – Metric Thread Couplers Galvanized

ProductCode

Suit(mm)

Length(mm)

Metric Thread Length(mm)

Hex A/C(mm)

RB12M16CG RB12 to M16 90 40 29

RBA16M20CG RBA16 to M20 102 45 34

S270

REIDBAR™ – Stick On Nailing Plates

ProductCode

Suit Fittings(mm)

RB12SP 12

RBA16SP 16

• Plastic• Support for fi xing to steel formwork for positioning all internally threaded components

S271

REIDBAR™ – Metric Thread Couplers Black

ProductCode

Suit(mm)

Length(mm)

Metric Thread Length(mm)

Hex A/C(mm)

RB12M16C RB12 to M16 90 40 29

RBA16M20C RBA16 to M20 102 45 34

S269

50

0P

LU

S® R

EID

BA

R™

• Ideal when a fully engineered, full capacity fi xing is required close to an edge, along an edge of a panel or at close spacings

• Premium alternative to ferrule anchor bars• Full bar break system is achieved when using REIDBAR™ Starter Bars and 8.8

grade metric bolts




Reduce steelfi xing?Prefabrication takes the steelfi xing of major structural components such as piles, ground beams, pad footings, columns, beams, arches and lattice girders off the critical path.


PREFAB


REIDBAR™ – Antenna Caps

ProductCode

Suit Fittings(mm)

RB12AC 12

RBA16AC 16

• Plastic• Used to seal and locate REIDBAR™ fi ttings in “near face” applications

S157

REIDBAR™ – Sealing Caps

ProductCode

Suit Fittings(mm)

RBA16CAP 16

RBA20CAP 20

RB25CAP 25

RB32CAP 32

REIDBAR™ – Nailing Plates

ProductCode

Suit Fittings(mm)

RB12NP 12

RBA16NP 16

RBA20NP 20

RB25NP 25

RB32NP 32

• Plastic• Support for fi xing to formwork for positioning all REIDBAR™ fi ttings

• Plastic• Used to protect the internal thread of the threaded inserts or couplers

S161

S170

50

0P

LU

S® R

EID

BA

R™




Me

chan

ical Sp

lices


Couplers – Bartec Type B (Ancon®)

ProductCode

Suit Bar Size(mm)

Length(mm)

OD(mm)

Thread Type

BARTEC12B 12 32 21 Single & Extended



BARTEC24B 24 60 40 Single & E xtended





Couplers – Bartec Type A (Ancon®)

ProductCode

Suit Bar Size(mm)

Length(mm)

OD(mm)

Thread Type

BARTEC12 12 32 21 Single








• Utilises internally threaded couplers with a single right hand thread• Used for applications where the bar can be rotated

• Uses the same coupler as the Type A, but one bar is threaded for a full coupler length • Used for applications where it is diffi cult but not impossible to rotate bar

Couplers – Bartec Type C (Ancon®)

ProductCode

Size(mm)

Length(mm)

OD(mm)

Thread Type

BARTEC12C 12 32 21 Single & Extended



BARTEC24C 24 60 40 Single & E xtended





ProductCode

Size(mm)

Length(mm)

OD(mm)

Thread Type

BARTEC12LN 12 11 21 Extended








S5

S246

S247

tt

2t

t 2t2t

2tt2 2/3t

2/3t

• Locknut required• Used for applications

where the bar cannot be rotated

• Uses the same coupler as type A, but one bar is threaded 1 1/3 of coupler length




Me

chan

ical Sp

lices


Couplers – MBT (Ancon®)

ProductCode

Suit Bar Size(mm)

Length(mm)

OD(mm)

Mass(kg)

MBT12 12 140 33.4 0.7

MBT16 16 160 42.2 1.2

MBT20 20 204 48.3 2

MBT24 24 258 54 3

MBT28 28 312 66.7 5.8

MBT32 32 312 71 6.5

MBT36 36 420 75 8.6

MBT40 40 484 81 11.3

• Mechanically bolted coupler that doesn’t require bar end preparation or rotation • The bolt heads shear off at a predetermined torque to provide an instant check of

correct installation

Ideal for: Column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams.

S6

Couplers – Lenton® (Erico®)

ProductCode

Suit Bar Size (mm)

Length(mm)

OD(mm)

LA212 12 60 22

LA216 16 75 27

LA220 20 87 30

LA224 24 99 35

LA228 28 106 38

LA232 32 110 44

LA236 36 130 48

LA240 40 149 52

• Unique self-aligning taper-threaded design provides continuity and structural integrity • Minimal “slip” and excellent cyclic performance • Provides full strength in tension, compression and stress reversal applications • Quick and easy to install • Provides full load transfer

S103








Me

chan

ical Sp

lices

Position Couplers – Lenton® Type 13 (Erico®)

ProductCode

Suit Bar size (mm)

Length(mm)

Extended Length(mm)

OD(mm)

LP1312 12 119 162 22

LP1316 16 136 181 27

LP1320 20 175 228 33

LP1324 24 195 255 41

LP1328 28 207 272 46

LP1332 32 223 288 52

LP1336 36 243 316 58

LP1340 40 270 351 64


• Tapered thread provides positive locking to reduce “slip”• Designed to splice two curved, bent, or straight bars, when neither bar can be rotated• Designed to splice bars where the bar is restricted in its axial movement or cannot be rotated

Ideal for: Joining prefabricated cages, bored pile cages and diaphragm walls.

Couplers – Lenton® Lock (Erico®)

ProductCode

Suit Bar Size (mm)

Length(mm)

OD(mm)

Mass(kg)

LL12 12 127 29 0.6

LL16 16 159 35 0.9

LL20 20 222 48 1.4

LL24 24 254 54 3.4

LL28 28 287 60 4.6

LL32 32 323 65 5.9

LL36 36 358 70 7.9

LL40 40 400 80 10.9

• Works in repair, bent bar, retrofi t, precast and new construction applications • The bolt heads shear off at a predetermined torque to provide an instant check of

correct installationIdeal for: Column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams.

S105

S302

Weldable Couplers – Lenton® (Erico®)

ProductCode

Suit Bar Size(mm)

Length(mm)

OD(mm)

EL12C2 12 30 20

EL16C2 16 40 25

EL20C2 20 50 30

EL24C2 24 55 40

EL28C2 28 55 40

EL32C2 32 60 50

EL36C2 36 65 60

EL40C2 40 75 60

• Designed for connecting reinforcing bar to structural steel sections or plates • Made of low carbon steel suitable for welding • Preformed J groove to receive weld • Provides full load transfer

S107




Head

ed

Re

info

rcing


Anchors (Ancon®)

ProductCode

Suit Bar Size(mm)

Length(mm)

OD (mm)

ANCHOR12 12 16 38

ANCHOR16 16 20 50

ANCHOR20 20 24 64

ANCHOR24 24 30 76

ANCHOR28 28 33 89

ANCHOR32 32 36 102

ANCHOR36 36 42 114

ANCHOR40 40 45 127

• Creates an anchorage in the concrete• Replaces need for cogged or hooked bar ends

S4

Terminators – Lenton® Type D6 (Erico®)

ProductCode

Suit Bar Size (mm)

Length(mm)

OD(mm)

LT12 12 14 35

LT16 16 22 35

LT20 20 29 48

LT24 24 35 57

LT28 28 38 70

LT32 32 40 76

LT36 36 43 83

LT40 40 61 95

• D6 = 5 x bar cross section area• D14 = 10 x bar cross section area available • Utilises “shear cone” theory• Eliminates rebar hook - simplifi es bar placement • Minimises embedment lengths – reduces congestion • Improve concrete placement • Allows greater design fl exibility • Faster installation lowers in-place costs

S106





Pu

llou

t Bar B

ox


Pullout Bar Box – Keybox (Ancon®)

ProductCode

Bar Diameter (mm)

Bar Spacing (mm)

Bar Shape

Suit Slab(mm)

KB85L7 12 150 L 85

KB85L9 12 150 L 85

KB85S7 12 200 L 85

KB120U4 12 200 U 130 - 150

KB120U5 12 200 U 130 - 150

KB120U7 12 150 U 130 - 150

KB150U5 12 200 U 160 - 200

KB150U6 12 200 U 160 - 200

KB150U7 12 150 U 160 - 200

KB150U9 12 110 U 160 - 200

KB150U11 12 110 U 160 - 200

KB190U5 12 200 U 200 - 250

KB190U7 12 150 U 200 - 250

KB190U9 12 110 U 200 - 250

KB190U11 12 110 U 200 - 250

KB270U7 12 200 U 270 - 3 00

KB120U6 12 200 U 130-150

KB150U4 12 250 U 160-200

KB190U4 12 250 U 200-250

KB190U6 12 200 U 200-250

KB220U5 12 200 U 250-300

KB220U9 12 110 U 250-300

KB220U6 12 200 U 250-300

KB220U11 12 110 U 250-300

• Quick and easy to install • Maintains continuity

of reinforcement at construction joints in concrete

• Simplifi cation of formwork design

• No need to drill shuttering• Risk of injury from

projecting bars is minimised

S3


Available Now!


3











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4.0





Pu

llou

t Bar B

ox

Pullout Bar Box – Rebox® (Danley®)

ProductCode

Bar Diameter (mm)

Bar Spacing (mm)

Box Length (m)

Suit Slab (mm)

REB151512 12 150 1 150 - 160

REB151516 16 150 1 150 - 160

REB152012 12 200 1 150 - 160

REB152016 16 250 1 150 - 160

REB152512 12 250 1 150 - 160

REB152516 16 250 1 150 - 160

REB153012 12 300 1 150 - 160

REB153016 16 300 1 150 - 160

REB181512 12 150 1 180 - 2 00

REB181516 16 150 1 180 - 2 00

REB182012 12 200 1 180 - 2 00

REB182016 16 200 1 180 - 2 00

REB182512 12 250 1 180 - 2 00

REB182516 16 250 1 180 - 2 00

REB183012 12 300 1 180 - 2 00

REB183016 16 300 1 180 - 2 00

REB251512 12 150 1 250

REB251516 16 150 1 250

REB252012 12 200 1 250

REB252016 16 200 1 250

REB252512 12 250 1 250

REB252516 16 250 1 250

REB253012 12 300 1 250

REB253016 16 150 1 250

REB301512 12 150 1 300

REB301516 16 150 1 300

REB302012 12 200 1 300

REB302016 16 200 1 300

REB302512 12 250 1 300

REB302516 16 250 1 300

REB303012 12 300 1 300

REB303016 16 300 1 300

• Floor to wall reinforcing bar joining system

• Unique dimpled rebate box stays in place eliminating the need for scabbling

• Galvanized steel rebate box

S60






Bracin

g S

ystem

s


REIDBAR™ – Bracelok® Kits Galvanized (Danley®)

REIDBAR™ – DBracket Kits Galvanized (Danley®)

ProductCode


RB12BKG 12

RBA16BKG 16

RBA20BKG 20

RB25BKG 25

ProductCode


RB12DKG 12

RBA16DKG 16

RBA20DKG 20

RB25DKG 25

• Used with 12, 16, 20, and 25 mm diameter 500PLUS® REIDBAR™

• Hot dip galvanized malleable iron components• Bracing system utilises full capacity of high-tensile 500PLUS® REIDBAR™

• Supplied in fl at-pack kit form or assembled on bar• Available ‘off-the-shelf ‘ in convenient kit packaging• No threading• No turn buckles• Adjustable on site• Simple to extend or shorten• Fast installation

• Kit form bracing system, with D-Bracket castings• Used with 12, 16, 20, and 25 mm diameter high-tensile 500PLUS® REIDBAR™

• Galvanized components• Supplied in fl at-pack kit form or assembled on bar• Standard components available “off the shelf” in convenient kit packaging• No threading or turnbuckles• Adjustable on site• Fast installation

S291

S164

REIDBAR™ – Speedibrace™ Kits Galvanized (Danley®)

ProductCode


RB12SBKG 12

• Light-duty bracing system with easy adjustment• Used with 12 mm diameter 500PLUS® REIDBAR™

• Galvanized components• Supplied in fl at pack kit form or assembled on bar• Accommodate posts 40 – 110 mm thick• No cleats, so no welding• Fast installation

S173




TR

US

SD

EK

®

TRUSSDEK® Structural Decking

TRUSSDEK

Developed for use in high or low rise residential, commercial, mining or infrastructure applications in either steel or concrete framed construction.

Truss - Solid/Truss - Solid

Truss - Voided/Truss - Voided

Truss - Solid/Infi ll - Solid

Truss - Voided/Infi ll - Solid

TRUSSDEK® Long Span Structural Decking

Average concrete depth saving in voided slabs (mm)(TRUSSDEK® panels are precambered in the factory to prevent concrete ponding)

TRUSSDEK® Panel Code

TRUSSDEK® Composite Slab Type (see fi gures opposite)

Truss-Voided/Truss-Voided Truss-Voided/Infi ll-Solid

TD90 55 25

TD110 65 30

TD140 75 35

TD160 85 40

Overall depth of TRUSSDEK®

panels is 90, 110, 140 or 160 mm standard (Pre-punched holes in panel webs are from 50 mm deep and 90 mm long)

Overall Composite Slab Depth Dcs

(mm)Span Chart for Truss - Voided/Truss - Voided Slabs in

Unpropped Construction using Simply-Supported Panels

Benefi ts• Spans up to 8 m without propping

• Combines formwork and slab reinforcing

• Offers full composite action in steel framed structures

• Creates a stable working platform supporting full construction loads

• Manually installed using safe working methods

• Simple installation to improve cycle time

• Ability to reduce slab thickness and reinforcing

• Designed precamber to provide fl at soffi ts to simplify fi t-out and reduce concrete volumes

• Suitable for both one way and two way slab action




Co

nstru

ction

So

lutio

ns

Civil Construction Solutions

In addition to our standard range of processed reinforcing bar and cut & bent reinforcing mesh. OneSteel Reinforcing has a number of Civil Construction Solutions to provide you with opportunities to save money, time and effort.

Products suitable for• Piling

• Ground Anchoring

• Footings

• Culvert Bases

• Wind Tower Bases

• Columns

• Tunnel Construction

• Beams, Girders, Planks

• Concrete Paving

• Barriers & Screens.

Commercial Construction Solutions

OneSteel Reinforcing has developed a range of innovative steel reinforcing solutions to streamline Commercial Construction developments and take steelfi xing off the critical path, adding to time, cost and labour savings.

Our range includes• Rebar Solutions

• Threaded Rebar System

• Prefabricated Reinforcing

• Lattice Girders

• Construction Accessories

• Steel Decking

• 500PLUS® BAMTEC® Reinforcing steel rollout carpet

• Engineered mesh




Metal D

eckin

g


Bondek® Formwork/Slab Span Tables

Material Specifi cation (BlueScope Lysaght)

BONDEK® (BlueScope Lysaght)

Features & benefi s

• Excellent spanning capacities for greater strength and less defl ection

• Acts as permanent formwork with minimal propping and no stripping of formwork is required

• Fast and easy to install (590 mm wide) with less handling required

• Works as composite slab saving on concrete and reinforcement costs

• Increased unsupported spans of BONDEK® sheeting

• Backed by a BlueScope Steel warranty

Single Spans Maximum Spans (mm) for Defl ection L/240 Equal formwork spans

Thickness(mm)

Mass Yield Strength(MPa)

Coverage(m2/t)kg/m2 kg/m

0.60 8.52 5.03 550 117.3

0.75 10.50 6.20 550 95.2

1.00 13.79 8.14 550 72.5

Slab Thickness

(mm)

0.6 BMT* Bondek 0.75 BMT* Bondek 1.0 BMT* Bondek

No of props per slab span No of props per slab span No of props per slab span

0 1 2 0 1 2 0 1 2

100 2000 4800 5350 2150 5350 5350 2350 5350 5350

110 1900 4700 5750 2050 5700 5750 2250 5750 5750

120 1800 4550 6100 2000 5550 6100 2200 6100 6100

130 1750 4450 6450 1950 5400 6450 2150 6000 6450

140 1700 4350 6400 1900 5300 6850 2100 5900 6850

150 1650 4250 6200 1850 5200 7100 2050 5750 7200

160 1600 4150 6050 1750 5050 6900 2000 5650 7550

170 1550 4100 5850 1750 5000 6750 1950 5550 7500

180 1550 4000 5700 1700 4900 6550 1900 5400 7350

190 1500 3950 5550 1650 4750 6400 1850 5300 7200

200 1450 3850 5400 1600 4650 6250 1850 5200 7050

210 1400 3800 5300 1550 4550 6150 1800 5050 6900

220 1400 3750 5200 1550 4450 6000 1750 5000 6800

230 1350 3700 5050 1500 4350 5900 1700 4900 6650

240 1350 3600 4950 1500 4300 5800 1700 4800 6550

250 1.3 3.55 4.85 1.45 4.2 5.65 1.65 4.75 6.45

Note: Coverage fi gures are approximations.

* – BMT = Base Metal Thickness (mm)




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Two SpanMaximum Spans (mm) for Defl ection L/240 Equal formwork spans

Slab Thickness

(mm)



0 1 2 0 1 2 0 1 2

100 2400 4800 5350 2900 5350 5350 3250 5350 5350

110 2350 4700 5750 2850 5400 5750 3150 5750 5750

120 2250 4550 6100 2750 5250 6100 3050 5800 6100

130 2200 4450 6450 2700 5100 6450 3000 5650 6450

140 2150 4350 6550 2650 5000 6850 2950 5550 6850

150 2100 4250 6400 2600 4850 7200 2850 5400 7200

160 2050 4150 6200 2500 4750 7100 2800 5250 7550

170 2050 4000 6050 2500 4600 6950 2750 5150 7700

180 2000 3900 5900 2450 4500 6750 2700 5000 7550

190 1950 3800 5750 2350 4400 6600 2650 4900 7350

200 1900 3700 5600 2300 4300 6450 2600 4800 7200

210 1900 3650 5450 2250 4200 6300 2500 4700 7100

220 1850 3550 5350 2200 4100 6200 2500 4600 6950

230 1850 3450 5200 2150 4050 6050 2450 4550 6850

240 1800 3400 5100 2150 3950 5950 2400 4450 6700

0.25 1750 3350 5000 2100 3900 5850 2350 4400 6600

Three SpanMaximum Spans (mm) for Defl ection L/240 Equal formwork spans

Slab Thickness

(mm)



0 1 2 0 1 2 0 1 2

100 2400 4800 5350 2700 5350 5350 3000 5350 5350

110 2350 4700 5750 2600 5400 5750 2900 5750 5750

120 2250 4550 6100 2550 5250 6100 2850 5800 6100

130 2200 4450 6450 2500 5100 6450 2750 5650 6450

140 2100 4350 6550 2450 5000 6850 2700 5550 6850

150 2050 4250 6400 2350 4850 7200 2600 5400 7200

160 2000 4150 6200 2300 4750 7100 2550 5250 7550

170 1950 4000 6050 2250 4600 6950 2500 5150 7700

180 1900 3900 5900 2150 4500 6750 2450 5000 7550

190 1850 3800 5750 2100 4400 6600 2400 4900 7350

200 1800 3700 5600 2050 4300 6450 2350 4800 7200

210 1750 3650 5450 2050 4200 6300 2300 4700 7100

220 1700 3550 5450 2000 4100 6200 2250 4600 6950

230 1650 3450 5200 1950 4050 6050 2200 4550 6850

240 1650 3400 5100 1900 3950 5950 2150 4450 6700

0.25 1600 3350 5000 1850 3900 5850 2150 4400 6600

Bondek® Formwork/Slab Span Tables






Metal D

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Bondek® Accessories (BlueScope Lysaght)

ProductCode

DescriptionSize(mm)

BDEND Poly Filler Strip –

BEF100 Edge Form 100





BEFM Edge Form Made To Order –

BEPP End Plugs (poly) –

PLINST Infi ll Strip –

Bondek® (BlueScope Lysaght)

ProductCode

Thickness(mm)

Length(m)

BD60 0.6 As required

BD75 0.75 As required

BD100 1 As required

• Effective Width = 590 mm, Height = 54 mm• Effi cient, versatile and robust formwork reinforcement and ceiling system for concrete slabs • Minimal propping and no stripping of formwork is required

Ideal for: Floor slab construction in residential, commercial and many industrial applications.

• A range of special fi xtures and fi ttings is available for use with LYSAGHT BONDEK®

S17

S18

Reduce steelfi xing?Prefabrication takes the steelfi xing of major structural components such as piles, ground beams, pad footings, columns, beams, arches and lattice girders off the critical path.


PREFAB




Metal D

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Temporary Propping Tables

Material Specifi cation (Fielders)

Base Metal Thickness

MassZinc Coating

(g/m2 ) (Z350)

Yield Strength

(MPa) (kg/m2)* (k/m)**

2-PAN 3-PAN 2-PAN 3-PAN

0.6 8.57 8.83 3.43 5.03 350 550

0.75 10.56 10.32 4.22 6.19 350 550

1.0 13.87 13.56 5.55 8.14 350 550

*Average mass of 2-PAN/3-PAN deck per plan area (kg/m2)**Mass of individual 2-PAN/3-PAN length (kg/m)

RF55 is available in two sheet widths. The traditional 600 mm wide cover, 3 pan, and the easy to handle, 400 mm wide cover, 2 pan. The RF55-2P is equivalent in all aspects technically to the RF55-3P. Similarly, the recommendations for RF55 in construction also apply to both RF55-3P and RF55-2P. Please check with your local branch as to which version applies in your state.

KINGFLOR® – RF55®

Features & Benefi ts

Fielders RF55 is a traditional fl at pan or ‘re-entrant’ profi le that provides unmatched performance in suspended concrete slabs. RF55 is used in both concrete and steel frame construction and utilises patented technology to achieve superior spanning capabilities, less defl ection and greater composite strength than similar re-entrant profi les. RF55 comes complete with a range of accessories allowing for easy suspension of ceilings and services.

• Stronger composite strength

• Greater spanning capacities

• RF55 is stronger than similar decks due to the patented ReLok corner embossments. ReLok develops a strong mechanical interlock with the concrete slab

• RF55 is stronger than similar decks in positive bending and end shear due to the dovetail ribs which resist lateral defl ection

Dcs*(mm)

Unpropped 1 Row of Props 2 Rows of Props

0.6BMT*

0.75 BMT*

1.0BMT*

0.6BMT*

0.75 BMT*

1.0BMT*

0.6BMT*

0.75 BMT*

1.0BMT*

100 2000 2250 2450 [4800] [5950] [6500] [7000] [8250] [9000]

110 2000 2200 2400 [4800] [5750] [6300] [7000] [8000] [8750]

120 1950 2150 2350 [4800] [5600] [6150] [7000] [7800] [8550]

130 1900 2100 2250 [4800] [5500] [6000] [6900] [7600] [8300]

140 1850 2050 2200 4550 [5350] [5850] [6650] [7400] [8150]

150 1800 1950 2200 4300 [5250] [5750] [6400] [7200] [7950]

160 1750 1900 2150 4100 5100 [5650] [6200] [6950] [7800]

170 1700 1850 2100 3900 5000 5500 [6000] [6750] [7650]

180 1650 1850 2050 3700 4850 5400 5800 [6550] [7550]

190 1600 1800 2000 3550 4750 5350 5600 6350 [7400]

200 1600 1750 2000 3400 4600 5250 5300 6200 [7200]

210 1550 1700 1950 3300 4500 5150 5150 6050 7000

220 1550 1700 1900 2900 4400 5100 4950 5900 6850

230 1500 1650 1850 2850 4300 5000 4450 5750 6700

240 1450 1600 1850 2750 4200 4950 4300 5600 6550

250 1450 1600 1800 2700 4150 4850 4200 5500 6400

RF55® Equally Spaced Props - Single Spans Maximum Spans (mm) for Defl ection L/240

* – BMT = Base Metal Thickness (mm) * Dcs = Depth of Composite Slab




Metal D

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Temporary Propping Tables

Dcs(mm)

Unpropped 1 Row of Props 2 Rows of Props

0.60 BMT*

0.75 BMT*

1.00 BMT*

0.60 BMT*

0.75 BMT*

1.00BMT*

0.60 BMT*

0.75BMT*

1.00BMT*

100 2350 2700 2950 [4650] [5550] [6050] [7000] [8150] [8900]

110 2350 2650 2900 [4650] [5400] [5900] [7000] [7950] [8700]

120 2350 2550 2800 4650 [5250] [5750] [7000] [7750] [8450]

130 2250 2500 2750 4650 5150 [5600] [6800] [7550] [8250]

140 2200 2450 2700 4500 5000 5500 [6550] [7350] [8100]

150 2100 2350 2600 4350 4900 5400 [6350] [7100] [7900]

160 2050 2300 2550 4200 4750 5300 6100 [6900] [7750]

170 2000 2200 2500 4000 4600 5200 6050 6650 [7600]

180 1900 2150 2500 3850 4450 5100 5750 6450 [7500]

190 1800 2100 2450 3650 4350 5000 5500 6300 7300

200 1750 2050 2350 3500 4200 4900 5300 6105 7100

210 1650 2000 2300 3400 4100 4800 5100 5950 6950

220 1500 1950 2250 3250 4000 4650 4900 5950 6800

230 1450 1900 2200 2900 3900 4550 4400 5900 6600

240 1400 1850 2150 2850 3850 4450 4250 5750 6500

250 1350 1800 2100 2750 3750 4350 4150 5650 6350

Temporary Propping Tables Notes• The tables above denote maximum allowable centreline

to centreline span in millimetres between permanent supports after temporary propping is removed

• The practical limit for span to slab depth ratio is considered to be 35 for single span slabs, or 40 for continuous slabs. Values above these limits have been listed in brackets “[ ]”. The use of the results in brackets must be confi rmed with the structural engineer or a Fielders representative as the long-term serviceability and composite performance of the resulting concrete slab may not be suitable for the project application

• Allowance has been made for ponding of wet concrete due to decking defl ection, wet concrete (density = 2400kg/m3)

• Loading is considered in accordance with AS 1170.0 : 2002 Structural design actions, AS 2327.1 : 2003 Composite Structures - simply supported beams, AS 3610 : 1995 Formwork for concrete with a Stage III construction live load allowance of 1.0 kPa in accordance with AS 2327.1 : 2003 Appendix F

• The requirements for Stage II & IV material staking loads in accordance with AS 2327.1 : 2003 Appendix F are assumed to be zero

• It is recommended that an experienced structural engineer design the composite slab to ensure suffi cient capacity to meet strength and long-term defl ection requirements

• The temporary propping tables have been prepared for a span/240 defl ection criteria. A span/240 defl ection is generally considered aesthetically satisfactory for exposed soffi ts

• These tables are based upon effective section properties of the sheeting calculated in accordance to AS 4600 : 2005 Cold formed steel structures

• Care must be exercised when placing concrete to avoid mounding

• Wide ply strips, of 300 mm wide shall be provided to prevent any concentrated loads being applied to the sheeting, particularly for exposed soffi ts, to avoid direct point loading of the sheet overlap ribs and unsupported edges of the sheeting

• When using the table for two or more spans the adjacent spans should not differ in length by more than 5%

• A maximum sheet length of 12 m has been considered

• A minimum bearing width of the permanent support has been considered to be 50 mm

• Fielders recommend a thickness of 1.00 mm BMT for exposed soffi ts in propped applications to avoid creasing of steel decking.

RF55® Equally Spaced Props - Two or More Spans Maximum Spans (mm) for Defl ection L/240

* – BMT = Base Metal Thickness (mm) * Dcs = Depth of Composite Slab




Metal D

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Kingfl or® – KF57 (Fielders)

ProductCode

Thickness(mm)

CKF75 0.75

CKF100 1

• Effective Width = 300 mm, Height = 57 mm• Composite steel/concrete slab system• Embossments and ribs provide an effective

mechanical interlock for the concrete• Span tables available upon request

Ideal for: Residential construction, multilevel carparks, multistorey buildings, commercial buildings and shopping centres.

Kingfl or® – KF70 (Fielders)

ProductCode

Thickness(mm)

KF60 0.6

KF75 0.75

KF100 1

KF150 1.5

• Effective Width = 600 mm, Height = 70 mm• Used for composite concrete slabs in

concrete and steel framed construction • Span tables available upon request

Ideal for: Residential construction, multilevel carparks, multi-storey buildings, commercial buildings and shopping centres.

Kingfl or® – RF55 (Fielders)

ProductCode

Thickness(mm)

RF5560G 0.6

RF5575G 0.75

RF551G 1

• Effective Width = 300 mm, Height = 55 mm• Traditional fl at pan or “re-entrant” profi le • Dovetail lapping ribs resist lateral defl ection

to enhance the spanning capacity and strength in positive bending and end shear

• Span tables available upon request

Ideal for: Residential construction, multilevel carparks, multi-storey buildings, commercial buildings and shopping centres.

S84

S248

S249


Available Now!


3



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4.0





Metal D

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Stramit Condeck HP® Span Tables

Material Specifi cation

STRAMIT CONDECK HP®

Stramit Condeck HP® composite decking speeds up construction of slabs.

The HP stands for "High Performance" and that's what you get. Stramit Condeck HP® composite decking provides you with a real time and money saving solution.

Features & benefi s

• Manufactured from high strength galvanized steel

• Base thickness 0.75, 0.9 and 1.0 mm

• Supplied with standard Z350 coating

• Alternative material available for highly corrosive environments

• Hinged Lapping – No need for side lap fasteners. Easier construction, plus time and cost savings

• Flat Soffi t – Flush fi tting panels from an attractive ceiling ready for painting

• Enclosed Ribs – No need for end closures

• Stud Flexibility – No restrictions on placement of shear studs. Allow lighter beams

Single Spans Double Spans

Thickness(mm)

Mass Yield Strength(MPa)

BMT* TCT* (kg/m2) (kg/m)

0.75 0.78 10.14 3.04 550

0.9 0.93 12.04 3.62 550

1.0 1.03 13.31 4 550

Slab Thickness

(mm)

Stramit Condeck HP® decking thickness

(mm)

0.75 0.9 1.0

90 2100 2350 2450

100 2040 2280 2380

110 1990 2210 2310

120 1940 2160 2250

125 1920 2130 2220

130 1900 2110 2200

140 1860 2060 2150

150 1820 2020 2100

160 1780 1980 2060

170 1750 1940 2020

180 1720 1900 1990

190 1690 1870 1960

200 1660 1840 1920

210 1610 1810 1890

220 1600 1790 1870

230 1580 1760 1840

240 1560 1740 1820

250 1540 1720 1790

Slab Thickness

(mm)

Stramit Condeck HP® decking thickness

(mm)

0.75 0.9 1.0

90 2440 2930 3090

100 2370 2840 3000

110 2300 2760 2920

120 2250 2690 2850

125 2220 2660 2820

130 2190 2630 2780

140 2140 2540 2720

150 2100 2460 2670

160 2050 2390 2610

170 1990 2330 2560

180 1940 2270 2470

190 1890 2210 2410

200 1840 2160 2350

210 1790 2110 2300

220 1710 2060 2250

230 1660 2010 2200

240 1620 1970 2150

250 1580 1930 2110

* Base Metal Thickness (BMT) is used for structural design analysis, whilst total coated thickness (TCT) values are approximate and given for reference only.




Condeck Edgeforma

ProductCode

Size(mm)

Length (mm)

CEF100 100 Made to Order






S338

Stramit Condeck HP®

ProductCode

Thickness(mm)

COND75 0.75

COND90 0.9

COND100 1

• Effective Width = 300 mm, Height = 55 mm• Suitable for use in both steel frame and concrete frame constructionIdeal for: Floor slab construction in residential, commercial and many industrial applications.

S196

FREE REOWORKS CD/DVD!The ultimate reinforcing essential that has everything you need to know about ‘REO’.

• Case Studies and Videos• Design Guides, Product Brochures and more…

Call into your nearest branch or visit www.reinforcing.com for a copy today!f t d !

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Lenton® Fortress (Erico®)

Studrail (Reid™)

Shearfi x (Ancon®)

• Custom-made to suit• Simple solution for punching shear

around columns• Eliminates column capitals• Minimises congestion• Lead time applies

Ideal for: Column/fl oor intersection and fl at slab construction.

• Shear reinforcement system that provides a simple solution to the complex problem of punching shear

• Installs quickly and easily after rebar placement

• Lead time applies


• Custom-made to suit• Provides additional reinforcement at column

locations and consists of double-headed studs welded to fl at rails

• Offers advantages over loose shear links which can be time-consuming to both design and install

• Ancon® provides free software to determine the optimum system design

• Lead time applies


S150

S8

S104


N24, N28 and N32.






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Pecaform (Danley®)

ProductCode

Length(mm)

Width(mm)

PECA600 600 2250

PECA900 900 2250

PECA1200 1200 2400

PECA1500 1500 2400

PECA1800 1875 2400

PECA2400 2400 2400


• Alternative to conventional formwork• Flat sheet wire mesh with a heat-shrunk layer of polyethylene applied to both sides• Strong and lightweight• Can be pre-formed prior to delivery• Backfi ll after installation and pour concrete• Does not require stripping

S56






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Bolt Cutters

ProductCode

Length(mm)

BOLTC450 450

BOLTC600 600

BOLTC750 750

BOLTC900 900

BOLTC1050 1050

• Heat treated alloy jaws • Rated to cut HRC49• Fully adjustable with replaceable jaws

Trimming Knife


KNIFEGRIP Rhino Tuff Total Grip Knife

KNIFEBLADE Black Rhino 10pk Heavy Duty Blades

• Retractable blade with Ergonomic grip• Quick blade change design with Magnetic Blade holder

Mesh Lifting Device

Product CodeLength (mm)

Weight(kg)

REOJACK 600 1.3

• Heavy duty

Ideal for: Lifting mesh

S273

S20

S208

Rebar Lifter

Product Code

REBARLIFTER

S265

• Resilient Durasoft® handle provides a soft feel, reduces fatigue and offers excellent durability• 815 mm reach minimises bending over




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Marking

ProductCode

DescriptionNo. Per

Pack

MPAINT Survey Marking Spray can Paint –

MRKCRYN Fluro Yellow Spot Marking Paint 12

MRKPAINTSPOT Marking Crayon –

MRKPENCILGREEN Hanson Gr een H ard C arp’s P encils 72

MRKPENCILRED Hanson Red Medium Carp’s Pencils 72

CHALKLINEHD30 Heavy Duty Chalk Line Reel

CHALKRFL4R Hanson Red Chalk Refi ll –

CHALKRFL4W Hanson White Chalk Refi ll –

CHALKRFL8R Hanson Red Chalk Refi ll –

STRINGLINE50 Lime Builders Line 12

STRINGLINE100 String Line –

S109

Blades – Cured Concrete

ProductCode

Diameter(mm)

12LACU 300

14LACU 350

16LACU 400

• Laser Welded

S38

Blades – Green Concrete

Blades – Superior Diamond

ProductCode

Diameter(mm)

9LAGC 230

12LAGC 300

14LAGC 350

16LAGC 400

ProductCode

Diameter(mm)

DRB04MPS 105

DRB05MPS 125

DRB09MPS 230

DRB14MPS 350

• Laser Welded

• To cut all construction materials including steel

S16

S293




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Straight Edge

ProductCode

Length (mm)

STEDGPA1500 1500

STEDGPA1800 1800

STEDGPA2700 2700

• Heavy duty aluminium structural alloy• Easy to grip extrusion design• Easy to clean powder-coated fi nish, fl uted profi le S274

Measuring Tape

ProductCode

Length(m)

TAPE8 8

TAPE10 10

TAPE30 30

TAPECON8 8

REELTAPE30 30

REELTAPE50 50

• Duragrip™ moulded rubber case• 25 mm blade• Triple riveted hook end S110

Barricade Warning Safety Tape

ProductCode

Width(mm)

Length(m)

Colour

SAFETAPE 75 75 Red & W hite

S221

Spirit Level

ProductCode

Length(mm)

SLEVEL08 800

SLEVEL10 1000

SLEVEL12 1200

SLEVEL20 2000

• Double milled working surfaces• Magnifi ed center vial• Vials set in epoxy resin

S188




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Float – Aluminium

ProductCode

Size(mm)

FLOATBAL600 600

FLOATBAL900 900

FLOATBAL1200 1200

FLOATBAL1500 1500

FLOATBAL1800 1800

FLOATBM *

S296* Bull fl oat mechanism

Float – Magnesium

ProductCode

Size(mm)

FLOATM406 406

FLOATM508 508

FLOATM519 519

FLOATM520 520

S90

Float – Steel

Float – Wood

ProductCode

Size(mm)

FLOATS150380 380 x 150

FLOATS160210 210 x 160

FLOATS290100 290 x 100

ProductCode

Size(mm)

FLOATW50450 450 x 50

FLOATW112300 300 x 112

FLOATW112380 380 x 112

FLOATW112450 450 x 112

S91

S92




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Trowel – Finishing

Trowel – Pointed Light

ProductCode

DescriptionSize(mm)

TRWPFIN100355A Pointed Fin Trowel Duragrip™ 355

TRWPFIN100356M Pointed Fin Trowel Soft Grip Handle 356




ProductCode

Size(mm)

TRWPL115405 405 x 115

TRWPL115450 450 x 115

TRWPL115500 500 x 115

TRWPL115600 600 x 115

TRWPL120355 355 x 120

TRWPL120365 365 x 120

• Stainless steel

• Stainless steel• Duragrip™

Trowel – Machine Blades

ProductCode

DescriptionSize(mm)

TRWSBL40 Standard 1000

H1066 Combination 850

H1069FG Combination 1000

S250

Trowel – Machine

ProductCode

Diameter(mm)

TRWLMACH24 600

TRWLMACH34 865

TRWLMACH36 915

• Supplied fi tted with combination blades• Oil viewing glass

S210

S316

S211

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Trowel – Square

Trowel – Walking

ProductCode

Size(mm)

Type

TRWSQL115405 405 x 120 Light

TRWSH280120 280 x 120 Heavy


TRWWLK Walking Trowel


• Stainless steel

Trowel – Pool

Product Code DescriptionSize(mm)

TRWPOOLSS100300 Pool Trowel Flex Dg 300 x 100



TRWPOOLSS100356M Durasoft™ Gold Pool Trowel 254 x 76

S212

S213

S252

• Stainless steel

Bullnose Edger

Product CodeSize(mm)

T402 140 x 75

T403 140 x 75

T406 150 x 100

T408 140 x 80

T700 150 x 12.5

T706 105 x 10


S81

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Lip Edger

ProductCode

Size(mm)

Lip(mm)

EDGER100180 180 x 100 19 x 19

EDGER130190 190 x 130 25 x 22

EDGER145215 215 x 145 32 x 16

• Stainless steel• Durasoft™ handle

S254

Screed

ProductCode

Length(mm)

SCREEDCH1200 1200

SCREEDCH1200V 1200

SCREEDCH1500 1500

SCREEDCH1500V 1500

SCREEDCH1800 1800

SCREEDCH1800V 1800

SCREEDCH2100 2100

SCREEDCH2100V 2100

SCREEDCH2400 2400

SCREEDCH2400V 2400

SCREEDCH2700 2700

SCREEDCH2700V 2700

SCREEDCH3000 3000

SCREEDCH3000V 3000

SCREEDCH3600 3600

SCREEDCH3600V 3600

• Heavy duty structural alloy• Ergo grip handle• Internal strength support bars• Cutting and pushing edge positioned for comfort• V – includes vial S184

Placer

Product Code

PLACERALUM

S264

• All aluminium

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Concrete Finishing Broom

ProductCode

Width(mm)

FINBROOM750 750

FINBROOM900 900

S268

Brick Rub

Product Code

RUBBRICKFLUTED

• Fluted

S266

Telescopic Handle

ProductCode

Length(mm)

HANDLETEL1200 1200 – 2400

HANDLETEL2700 2700 – 5000

• Ergo grip• H.D.P.E screw-lock fi tting• Fluted profi le• “T” section “twist top”

S198

Bracket


BRACKETFORMWORK50 Adjustable Formwork Bracket

BRACKETTRWFRESNO Fresno Trowel Bracket Only

BRACKETTRWSTAND Walking Trowel Mechanical Stand Bracket

BRACKETTRWWALK Walking Trowel Bracket

• Suit walking trowel

S259

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Claw Hammer

Product Code

HAMMERC

• One piece drop forged steel, hardened and tempered

Sledge Hammer

ProductCode

Mass(kg)

SH5 5

SH7 7

• Double faced high quality drop forged steel head• Hickory handle fi tted with steel wedges

S95

S96

Board – Kneeling

Product Code

BOARDKNEEL

• Extra large grip handles• Firm foam pad for greater knee support

S258

Floor Squeegee Head

Product Code Length (mm)

FSH750HD 750

S335

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Glove


GLOVE Leather Gloves

• Beige cow hide• Premium quality and thickness• Wing thumb• Stitch free palm• Colour coded cuff for size identifi cation

S94

Liquid Hammer

ProductCode

Volume (L)

LH5L 5

LH20L 20

LH750 0.75

• Cleans concrete, cement and mortar safely, without any chipping or hammering• Designed specifi cally to remove build-up from concrete hauling, handling and

fi nishing equipmentS256

Safety Gumboot

ProductCode

Size

GUMBOOT07 7

GUMBOOT08 8

GUMBOOT09 9

GUMBOOT10 10

GUMBOOT11 11

GUMBOOT12 12

GUMBOOT13 13

• Steel toe safety cap S261

Shovel


SMSHOVEL Square Mouth Shovel

SMSHOVELLONGHDL Square Mouth Shovel Long Handle

• Heavy duty steel• All steel• Moulded D grip handle• Tempered head

S187

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Rubber Bucket

ProductCode

Capacity(L)

BUCKETRUBBER15LT 15

• Flexible

S260

Spray pump

ProductCode

Volume(L)

SPRAYERSS10LT 10

• Stainless steel• For spraying curing compound and form release agents• Victor seals• Spare parts kit included

S267

Mixing Paddle

ProductCode

Length(mm)

MIXPADDLE10120600 600

MIXPADDLE890500 500

S263


Liquid Hammer Foamer

ProductCode

Volume (L)

LHFOAM1 1

LHFOAM5 5

LHFOAM8 8

• Cleans concrete, cement and mortar safely, without any chipping or hammering• Designed specifi cally to remove build-up from concrete hauling, handling and

fi nishing equipmentS257


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Ratchet Strap

ProductCode

SWL(kg)

RS500 500

RS750 750

RS1000 1000

RS1250 1250

RS2500 2500

• Load restraint• Less loading time• Faster turnaround time• Less damage to cargo or paintwork

S149

Building a Concrete Pool?Your guarantee of quality and performance is POOLSTEEL® from OneSteel Reinforcing.

• POOLSTEEL® is designed specially for concrete pools• POOLSTEEL® meets or exceeds standards AS/NZS 4671:2001. Steel reinforcing

materials & AS 2783 : 1992. Use of reinforced concrete for small swimming pools.


Ratchet Assembly

ProductCode

SWL(kg)

LBIND1500 1500

LBIND2500 2500

LBIND400 400

S299

• Load restraint• Less loading time• Faster turnaround time• Less damage to cargo or paintwork

Hopper Gun


HOPPERGUNKIT Hopper Gun Maintenance Kit

HOPPERGUNSQ Hopper Gun Square Hopper

S262





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Reinforced Concrete Thesaurus

Ast.fsy - Product of reinforcing steel area (Ast),mm2 and reinforcement yield stress (fsy), MPa - gives nominal tensile capacity of a reinforcing bar - units generally kilo Newtons (kN) by dividing product by 1000.Band Beam - Wide beam with width signifi cantly greater than depth, generally about 1200 to 2400 wide, used in buildings and carparks to minimise structural fl oor depth. Either reinforced or post-tensioned concrete depending on the span anddesign loads.Beam - A narrow member in a building structure predominantly acting in fl exure, generally horizontal.Bending Moment - Internal action effect due to bending, normally resolved about a principal axis at a cross-section of a structural member.Bond Strength - Normally expressed as the average ultimate stress that can develop at the interface between a bar and concrete when longitudinal slip occurs.500N CONTISTRETCH (CS) - 500 MPa low carbon bar : strength achieved by continuous stretching process.Centre Heave - Generally refers to deformation of a housing slab caused by the contraction of the expansive (clay) soils around the edge of a house - generally caused by drying out of the soils around house edge - opposite would be edge heave.Column - A narrow vertical member in a building as distinct from a wall, normally under combined compression and bending.Compression - An internal state of compressive stress prependicular to a cross-section.Compression Member - A structural member predominantlyin compression.Cover - Minimum clear distance from an exposed concrete surface to closest bar - for durability design not just to main bars but to closest bar which is generally a stirrup or a tie. Insuffi cient cover is a major cause of reinforcement corrosion in concrete.Creep - Property of concrete (dependant upon its constituents and internal state of stress) where a concrete element will deform due to sustained stress during its life. This is very important in the calculation of long-term defl ections, and in prestressed/post-tensioned concrete design as an element can lose a signifi cant proportion of its prestress.Decking - Profi led steel sheeting or structural steel decking used as a dual formwork, reinforcement system.Defl ection - Normally the maximum vertical or horizonal movement of a structural member or a building frame, measured relative to the member supports or between adjacent fl oor levels in the case of sway.Design Load - The combination of factored loads (e.g. imposed, wind etc.) for the applicable limit state (e.g. serviceability, stability, strength, fi re, etc.), assumed to be applied to a structural member or building.Detailing - Process whereby an engineer’s sketch is transformed into an engineering drawing - generally performed by a draftsman - this is then used by the reinforcing scheduler.Ductility (Reinforcement) - See Uniform Strain or Elongation.Ductility (Member) - Ability of a member to deform under load - relevant to moment redistribution and especially important for seismic design of structures.Edge Beam - The beam around a fl oor perimeter, generallycast integrally with a concrete slab, which may form part of the beam fl ange.Edge Heave - Generally refers to deformation of a housing slab caused by swelling of the expansive (clay) soils around the edge of a house - generally caused by excessive moisture around house edge - opposite would be centre heave.Edge Rebate - Notch cast in corner of beam - common in edge beam footing of brick veneer house to allow for brickwork to start below level of timber framing - done for aesthetic and waterproofi ng reasons.Elastic Design - When the design action effects associated with a redundant member of a building are computed assuming elastic behaviour of the steel and concrete, which affects the relative stiffnesses.Embedment - The length of reinforcement measured past a critical section that is bonded to the concrete.

Finite Element Analysis - A sophisticated form of numerical analysis traditionally used to model complex components or members acted on by different actions including temperature and increasingly being used to model whole 3-D concrete structures.Flexural Tensile Strength - The maximum tensile stress reached in the extreme tensile fi bre before the concrete cracks, normally measured in a small concrete beam test.In Situ - In the actual position at the job site.Lapping of Mesh - The over-lapping of two or more adjacent sheets of mesh which is necessary in order to achieve continuity of the reinforcement.Ligatures - General term for stirrups or ties - term more used in reinforcing manufacture than in design. Superseded by the general term “fi tments” in AS 3600 : 2009.Lightweight Concrete - AS 3600 : 2009 defi nes lightweight concrete as “Concrete having a saturated surface-dry density in the range 1800 - 2100 kg/m3“.Lintel - Beam type element generally supporting masonryover an opening. Can be concrete but more often than not is a steel angle.Load Factor - Factor by which a load is increased when computing design loads for the applicable limit state, e.g. serviceability, stability, strength, fi re, etc).500N MICROALLOY (MA) - 500 MPa bar : strength achieved by additions of alloying elements.Modulus of Elasticity - Slope of elastic portion of stress/strain curve for a particular material, e.g. steel or concrete (same as Young’s modulus) - symbol generally E.Moment Redistribution - In design, adjustment of the bending moment diagram at the strength limit state relative to the elastically-calculated design bending moment diagram and the actual distribution of design strength in bending, while maintaining equilibrium with the design loads.Negative Bending Moment - A bending moment that causes a tensile change in stress on the nearer face of a member, e.g. on the topside of a slab loaded from above.Negative Moment Region - Area of negative bending moment.Negative Reinforcement - Main tensile reinforcement in a negative moment region.Normal-Weight Concrete - AS 3600 : 2009 defi nes normal-weight concrete as having a saturated surface-dry density in the range 2100 to 2800 kg/m3. Concrete density is usually assumed to be 2400 kg/m3.Perimeter Edge Footing - Edge beam around outside edge of house - may or may not be cast integrally with slab.Piles - Elements used to support a structure in poor soil/foundation conditions - based on the pile bearing on a good stratum at some distance below the structure to be supported - typically are steel, precast or cast in situ concrete - steel and precast used for long lengths and would be generally end bearing piles onto rock - cast in situ used for shorter length, and combination of end bearing onto a soil plus skin friction on the surrounding soil.Positive Bending Moment - A bending moment that causes a tensile change in stress on the opposite face of a member. e.g. on the underside of a slab loaded from above.Positive Reinforcement - Main tensile reinforcement in a positive moment region of a horizontal member of a building. Post-Tensioned Concrete - Concrete elements where the concrete is poured with hollow ducts containing steel strand or bar subsequently stressed and normally grouted for bond. Extensively used in bridges, and beams and slabs of high-rise buildings. Strand has the ability to be “draped” (held towards the top of a member at the ends and towards the bottom of the member at mid-span) so as to induce an uplift force in the member. Strand is more suitable than bar where long lengths are required.Precast Concrete - Concrete elements that are cast in the factory or yard and lifted into position on site. Precast prestressed or post-tensioned beams for bridge construction are popular in Australia.




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Reinforced Concrete Thesaurus

Prestressed Concrete - Generic term for any beam, slab or column containing stressed strands or bars - but normally refers to a concrete element cast around previously placed and stressed strand - just about all prestressed concrete is precast but not vice versa - main examples would be hollowcore planks - strands are stressed in long lengths, concrete poured, cured and set then strands cut - long members cut to required lengths - not to be confused with Post-Tensioned Concrete.Raft - Usually applied to slabs where the whole area of the slab is considered to act as a “raft” which relies on the underlying ground for support.Reinforcement Surface Condition - The state of the surface on the exterior of reinforcing bars. Note: hot-rolled bars normally have a thin layer of mill scale on the surface. Rust on the surface of reinforcement is not normally deleterious to the bond developed between the steel and concrete.Shear Reinforcement - The reinforcement which caters for vertical or transverse shear forces in the member.Shrinkage - Shortening of concrete due to autogenous shrinkage or drying shrinkage, which may be restrained in the direction of embedded steel, e.g. rebar, or by adjacent members or supports.Slump - Simple on-site measure of consistency (and possibly workability) of concrete in the as-mixed fl uid state - involves a standard test using a metal cone.Slipform - Form of construction used for building service cores, towers, etc - involves formwork moving continuously as concrete and reinforcement are placed.Spacing of Reinforcement - The distance between adjacent reinforcing bars, normally measured centre-to-centre.Stack Cast - Flat slabs which are cast alternately, one on top of the other.Starter Bars - Short reinforcing bars which are cast in or screwed into inserts at a joint to provide continuity of bending and shear strength across the joint.Stiffness - Under fl exural conditions, it is a function of EI/L - modulus of elasticity (normally of the concrete) (E) times effective second moment of area (l) of the composite uncracked and cracked sections divided by the length or span (L) of the element.Stirrups - Same as ligatures. Generally provided in a beam as shear and torsional reinforcement (determined from engineering design) and hold the main bars in position. Superseded by the general term "fi tments" in AS 3600 : 2009.Strain - Ratio of elongation to original length. There are no units to strain.Strain Localisation - Uneven distribution of tensile strain in longitudinal steel reinforcement at fl exural cracks due to bond transfer.

Strength - Used synonymously with capacity in Australian Standards, and can relate to axial force, shear force, bending moment, torsion, etc.Stress - Local internal pressure that can arise due to action effects, restraint, etc. Units MPa or kPa.Strip Footing - Beam around the perimeter of a house, generally supporting a continuous line of masonry - generally not connected to the fl oor slab.TEMPCORE® (TC) - Quenched and self-tempered straight length Grade 500 reinforcing bar.Tensile Development Length - A term in AS 3600 referring to the length of embedment of a straight reinforcing bar into concrete required to develop the yield stress of the reinforcement in axial tension. Related to bond stress(or strength).Tensile Strength - The maximum or ultimate tensile stress that can develop in a reinforcing bar, at which necking is initiated and fracture ensues.Ties - Used in columns for various purposes including to prevent main bars from buckling at ultimate load should the cover spall - generally more closely spaced than stirrups in beams. See AS 3600 : 2009 for new rules concerning core-confi nement for concrete >50 MPa and also new type of internal fi tment with one leg. Superseded by the general term "fi tments" in AS 3600 : 2009.Tilt Up - Process of casting fl at wall panels on the concrete fl oor on site and then lifting and securing in place using amobile crane.Torsion - Twisting of a building element (beam, slab, etc.) requiring additional reinforcement such as closed fi tments in beams or additional corner bars in slabs. Ultimate Strength Design - Design using the ultimate strength of materials to calculate the design strength of critical cross-sections or regions of concrete members which must exceed the ultimate design action effects.Uniform Strain or Elongation - Axial strain of steel bar up to the point where the stress/strain curve starts to turn down (at the point of maximum load) - symbolised as Agt or εu and expressed as %.Yield Strength - Alternative term for Yield Stress used inAS 3600.Yield Stress - Stress at which steel yields, the defi nition of which depends on the shape of the stress-strain curve. In design, a lower characteristic value is used to defi ne the strength grade of the steel.Young’s Modulus - Slope of elastic portion of stress/strain curve (same as Modulus of Elasticity) - Symbol generally E for steel or concrete.






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Terms & Conditions of Contract for Sale of Goods and Provision of Works for all Sales as at 25 May 2009

These Terms and Conditions replace and supersede all previous OneSteel Reinforcing Terms and Conditions issued prior to 25 May 2009. OneSteel Reinforcing Pty Limited ABN 22 004 148 289 trading as OneSteel Reinforcing.

GENERALAll Goods are supplied, and Works provided, to Purchasers on these Terms and Conditions. No person employed by or acting otherwise as agent of OneSteel Reinforcing or purporting to do so has authority to accept orders and supply Goods or provide Works on any other terms and conditions or to vary these Terms and Conditions in any way whatsoever unless the person has been authorised to do so by OneSteel Reinforcing.1. DEFINITIONS1.1 In these Terms and Conditions: (a) Contract means the contract created in accordance with

clause 4; (b) Delivery Offer means the delivery offer, which sets out

the terms and conditions on which OneSteel Reinforcing delivers Goods, and which is available on request from OneSteel Reinforcing locations;

(c) Goods means goods, products and materials (and any related Works) supplied by OneSteel Reinforcing under the Contract;

(d) OneSteel Reinforcing means OneSteel Reinforcing Pty Limited ABN 22 004 148 289;

(e) Purchaser means the person, fi rm or company that agrees to purchase the Goods or Works;

(f) Quotation means a quote for Goods and/or Works issued to the Purchaser by OneSteel Reinforcing;

(g) Working Documents means architectural drawings, structural drawings, construction drawings, specifi cations and reinforcement schedules or other documents together with any variation or site instruction;

(h) Works means any labour performed and/or services provided by OneSteel Reinforcing under the Contract (whether or not a fee is charged for such labour and/or services), including but not limited to estimating, scheduling, re-scheduling, detailing, re-detailing, design, re-design, prefabrication, project management, steel fi xing and administrative services; and

(i) Writing means hard copy, signed by a person authorised in writing, or electronic, transmitted by a person authorised in writing.

2. QUOTATIONS AND PRICING2.1 OneSteel Reinforcing may at any time and at its absolute

discretion accept or reject in whole or in part any request from the Purchaser for a Quotation.

2.2 A Quotation is valid for a period of 30 days from the date of the Quotation, unless OneSteel Reinforcing specifi es otherwise in writing. Any Quotation may be withdrawn earlier by notice from OneSteel Reinforcing at its absolute discretion.

2.3 OneSteel Reinforcing reserves the right to withdraw, change or re-issue a Quotation if supply of the quoted Goods and/or Works does not start within 30 days after the date of the Quotation.

2.4 OneSteel Reinforcing reserves the right to change the pricing in the Contract for the whole or any part of the Contract if:

(a) Supply of the quoted Goods and/or Works does not start within 30 days after the date of the written order acknowledgement;

(b) Supply under the Contract is stopped or suspended for more than 30 days; or

(c) Supply under the Contract is changed in any way before, during or after commencement of supply, including but not limited to re-design of the project, the start date of supply, the completion date of supply and the agreed rate of supply of the Goods and/or Works; or

(d) Supply under the Contract has not been completed within twelve months of the date of the Quotation.

2.5 The price quoted is subject to the Purchaser ordering the whole quantity of the Goods and Works described in the Quotation. If the Purchaser orders less than the whole quantity of Goods and Works specifi ed in the Quotation, then OneSteel Reinforcing reserves the right to revise the pricing for such Goods and/or Works.

2.6 Unless otherwise agreed in writing, the price charged for the Goods and Works is the price applying at the date of despatch. Any price indications or price lists are subject to alteration in accordance with these Terms and Conditions.

2.7 All amounts shown in OneSteel Reinforcing quotations and invoices may be rounded up or down to the nearest multiple of 10 cents.

3. ESCALATION AND PRICE VARIATION3.1 In addition to its rights in clause 2 or any rights under the

Contract. OneSteel Reinforcing may increase or decrease the Contract price of Goods and/or Works during the term of the Contract where it incurs an increase or decrease in its costs (including any transaction or other taxes) of supplying the Goods and/or Works.

4. THE CONTRACT4.1 An order or offer to purchase Goods and/or Works can be

made by the Purchaser in writing or verbally.4.2 An order or offer made by the Purchaser does not constitute

a binding contract until OneSteel Reinforcing has accepted such order or offer in accordance with these Terms and Conditions.

4.3 An order or offer made by a Purchaser is accepted by OneSteel Reinforcing only if OneSteel Reinforcing:

(a) formally accepts the order by written acknowledgement; or

(b) delivers the ordered Goods and/or Works described in the order or offer, whichever occurs fi rst.

4.4 OneSteel Reinforcing may at any time and at its absolute discretion accept or reject part or all of any order or offer made by the Purchaser.

4.5 The Purchaser is not entitled to cancel or change part or all of any order accepted by OneSteel Reinforcing, unless OneSteel Reinforcing consents in writing.

4.6 The Contract, when created, is wholly documented by (in descending order of precedence):

(a) Any specifi c terms agreed by the parties in accordance with clause 6;

(b) The Quotation (if applicable); (c) These Terms and Conditions; (d) The relevant Working Documents; (e) The applicable Delivery Offer; (f) The credit terms applying to the Purchaser

(if applicable).4.7 Previous dealings between OneSteel Reinforcing and the

Purchaser have no effect on the Contract.4.8 Trade custom and/or trade usage is superseded by the

Contract and is not applicable in interpretation of the Contract.




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4.9 The Contract constitutes the entire agreement between OneSteel Reinforcing and the Purchaser with respect to the Goods supplied or Works provided under the Contract and all prior negotiations, proposals and correspondence are superseded by that Contract.

4.10 Unless agreed otherwise in writing, OneSteel Reinforcing may, by written notice, terminate the Contract 12 months after the date of fi rst delivery of the Goods and/or Works.

5. QUANTITIES5.1 Generally, the steel mass of steel reinforcing Goods supplied

will be within the tolerances permitted by Australian Standards AS/NZS4671, AS3600, AS5100, AS2870, AS2327 and AS/NZS1100.

5.2 When calculating the mass of the steel reinforcing Goods, OneSteel Reinforcing will make calculations on a per metre basis in accordance with AS/NZS4671. OneSteel Reinforcing will add a margin of 2.5% onto the calculated nominal mass to cover rolling variations and other costs.

5.3 Calculations with respect to the length of steel reinforcing will be made in accordance with AS/NZS1100 Part 501.

5.4 Unless the Quotation states that the price is a lump sum, the price in the Quotation is based on estimated quantities of Goods and Works as applicable and, unless the price is a lump sum, the Purchaser is liable to pay for the actual quantity of Goods and the quantum of the Works necessary for OneSteel Reinforcing to perform its obligations. Other than with a lump sum price, any adjustment in the actual price compared to the quoted price will refl ect the increase or decrease of the Goods and/or Works actually supplied or provided.

6. VARIATIONS6.1 No purported variation of the Contract is effective unless it

is in writing.7. WARRANTIES AND LIMITATION OF LIABILITY7.1 To the extent permitted by law, all implied conditions

and warranties are excluded. To the extent that any implied conditions and warranties cannot be excluded, the Purchaser’s sole and exclusive remedy for any loss or damage (whether direct, indirect, liquidated, special or consequential and including loss or damage arising as a result of death or personal injury to the Purchaser or any other person) however arising (including by reason of any breach of contract, condition or warranty in the Contract (whether express or implied)) is, where permitted at law, limited to any one of the following, as determined by OneSteel Reinforcing:

(a) in the case of any Goods supplied by OneSteel Reinforcing pursuant to the Contract:

(i) the replacement of the relevant Goods or supply of equivalent Goods; or

(ii) the repair of the Goods; or (iii) after prior agreement between OneSteel Reinforcing

and the Purchaser, payment of the cost of replacing or repairing or having the Goods replaced or repaired; or

(iv) reimbursement of some or all amounts paid by the Purchaser in respect of the Goods.

(b) In the case of any Works supplied by OneSteel Reinforcing pursuant to the Contract:

(i) the provision of the Works again; or (ii) payment of the cost of having the relevant Works

provided again; or (iii) reimbursement of some or all amounts paid by the

Purchaser in respect of the Works.7.2 Goods which are not manufactured by OneSteel Reinforcing

are subject solely to the warranties (if any) specifi ed by the manufacturers or the third party suppliers to OneSteel Reinforcing, and the Purchaser acknowledges that, to the extent permitted by law. OneSteel Reinforcing gives no warranties beyond such manufacturers’ or suppliers’ warranties.

7.3 The Purchaser acknowledges that OneSteel Reinforcing makes no representations or warranties as to the fi tness or suitability for any purpose of any of the Goods or Works described in the Quotation or Contract.

7.4 Except as required by law, OneSteel Reinforcing is not obliged to accept Goods returned for any reason.

7.5 OneSteel Reinforcing is not liable for the design, lifting and/or positioning of any pre-fabricated elements at the Purchaser’s site, including but not limited to manually tied and/or welded components.

7.6 Subject to clause 7.1 and Part VA of the Trade Practices Act 1974 (Cth). OneSteel Reinforcing is not liable to the Purchaser for any loss or damage, whether direct, indirect, liquidated, special or consequential and including loss or damage arising as a result of death or personal injury, however caused (including negligent or reckless conduct or omission) which the Purchaser or any other person may suffer or incur and which may, without limiting the generality of the foregoing, arise directly or indirectly in respect of the Goods and/or Works, any defects in the Goods and/or Works or in respect of any failure or omission by OneSteel Reinforcing or any of its offi cers, agents or employees to comply with the Contract or any obligation imposed by law.

8. INVOICING AND PAYMENT8.1 Where the Purchaser has an established and approved

commercial credit account with OneSteel Reinforcing or with any of OneSteel Reinforcing’s related bodies corporate (within the meaning of the Corporations Act 2001), the Purchaser must comply with the terms and conditions of that commercial credit account. OneSteel Reinforcing reserves the right to charge an administration fee as determined from time to time to cover credit card merchant fees and OneSteel Reinforcing’s associated overhead charges.

8.2 If the Purchaser has a commercial credit account with OneSteel Reinforcing then, unless otherwise agreed in writing:

(a) OneSteel Reinforcing may issue invoices for Goods and Works either:

(i) on despatch of such Goods and/or Works; or (ii) when such Goods and/or Works are delivered; or (iii) when such Goods and/or Works are deemed

delivered in accordance with clause 12; and (b) the Purchaser must pay all invoices in full and without

set-off by the last business day of the month following the month in which the invoice was issued.

8.3 If the Purchaser does not have a commercial credit account with OneSteel Reinforcing then the Purchaser must pay OneSteel Reinforcing for the Goods and/or Works at the time it places an order for such Goods and/or Works with OneSteel Reinforcing.

8.4 OneSteel Reinforcing reserves the right to charge additional administration fees (such as commercial credit account keeping fees) as determined by OneSteel Reinforcing from time to time.

8.5 If OneSteel Reinforcing delivers only part of an order, then it may invoice, and the Purchaser must pay for, that part of the Goods and/or Works delivered, unless otherwise agreed in writing between the parties.

8.6 The Purchaser is not entitled to, and must not demand or hold, any sum on account of retention for completion of the Contract to be performed by OneSteel Reinforcing or against any pending or unsecured claim against OneSteel Reinforcing. If the Purchaser withholds any money as retention money. OneSteel Reinforcing reserves the right to withhold further supply under the Contract or any other contract between OneSteel Reinforcing and the Purchaser.

9. DEFAULT AND TERMINATION9.1 If: (a) the Purchaser refuses or fails to pay any amounts when

due under the Contract; or (b) the Purchaser defaults in performing any of its

obligations under the Contract; or




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(c) in OneSteel Reinforcing’s reasonable opinion, the Purchaser is insolvent or suffering from fi nancial issues including but not limited to, if the Purchaser is an individual, the Purchaser commits an act of bankruptcy, or, if the Purchaser is a company, it becomes an externally-administered body corporate within the meaning of section 9 of the Corporations Act 2001 (Cth) or passes a resolution to wind up; or

(d) the Purchaser is in breach of contract, then, in addition to and without prejudice to any other rights it has by law. OneSteel Reinforcing:

(e) is entitled to treat the whole of the Contract as repudiated;

(f) may refuse to supply the Goods or provide the Works to the Purchaser;

(g) is entitled to treat any other contract between OneSteel Reinforcing and the Purchaser as repudiated; and

(h) is entitled to claim return of any Goods in the possession of the Purchaser where title has not passed to the Purchaser.

9.2 The Purchaser is not entitled to terminate, suspend or cancel part or all of the Contract for any reason (including for convenience) except if OneSteel has failed to remedy its breach of the Contract within a reasonable period after the Purchaser gives it written notice of such breach, If the Purchaser purports to wrongly terminate or rescind part or all of the Contract or refuses to take delivery of any Goods delivered in accordance with the Contract. OneSteel may recover from the Purchaser the total amount of the order placed on OneSteel, less any amounts already paid by the Purchaser.

10. MONEY OWING10.1 A statement in writing as to any amount owing under the

Contract by the Purchaser on the date mentioned in such statement is prima facie evidence that such amount is owing.

11. TAX11.1 Unless otherwise agreed in writing or required by law,

all amounts stated in a Quotation or payable under the Contract are calculated or expressed exclusive of GST. If GST is payable, the amount of GST will be specifi ed separately in the relevant documentation.

11.2 If GST is or becomes payable by a supplier in relation to a supply under the Contract, the recipient of that supply must pay to that supplier an amount equal to the GST. An amount payable under this clause 11 must be paid:

(a) at the same time as the payment of the amount in respect of that supply is due; and

(b) in addition to the amount payable under the Contract.11.3 The Purchaser is not obliged to pay any GST unless a valid

tax invoice has been issued.11.4 If the Purchaser fails to pay such GST when due. OneSteel

Reinforcing may recover it from the Purchaser as a debt under the Contract.

11.5 Any party that becomes aware of the occurrence of any adjustment event in connection with the Contract must notify the other party as soon as possible. The parties must then take whatever steps are necessary and make whatever adjustments are required to ensure that any additional GST, or refund of GST, on that supply is paid no later than 20 business days after the parties fi rst become aware of the adjustment event.

11.6 For the purposes of this clause 11. terms used in this clause 11 which are defi ned in the A New Tax System (Goods and Services Tax) Act 1999 (Cth) have the meaning given to them in that Act.

12. DELIVERY12.1 Delivery of Goods will be in accordance with the applicable

Delivery Offer. It is the obligation of the Purchaser to ensure that it is familiar with and observes the Delivery Offer. OneSteel Reinforcing may deliver the Goods in any number of installments.

12.2 If OneSteel Reinforcing quotes the price as “ex works”, the Purchaser must collect the Goods from OneSteel Reinforcing’s nominated premises at the time notifi ed by OneSteel Reinforcing to the Purchaser.

12.3 If OneSteel Reinforcing quotes the price as “delivered”, it will deliver the Goods to the Purchaser’s nominated site, and the Purchaser must:

(a) nominate the site for delivery in writing to OneSteel Reinforcing prior to the delivery;

(b) ensure that an area is available which complies with all applicable occupational health, safety and welfare legislation; and

(c) ensure that its representative is available at the time of delivery to acknowledge delivery by signing a delivery receipt.

12.4 If OneSteel Reinforcing’s obligation is to deliver the Goods, and the Purchaser or its representative is not in attendance when the Goods are delivered at the Purchaser’s nominated site. OneSteel Reinforcing reserves the right to unload the Goods.

12.5 Where the Purchaser does not accept delivery of Goods or allow performance of the Works which it has ordered from OneSteel Reinforcing when such Goods and/or Works are ready for delivery or performance, the Purchaser is liable for any additional charges that OneSteel Reinforcing may incur for storage and/or double-handling, at OneSteel Reinforcing’s then current rates.

12.6 If Goods are to be despatched “ex works” they are deemed delivered at the premises of OneSteel Reinforcing when OneSteel Reinforcing notifi es the Purchaser that the Goods are ready for collection.

12.7 If Goods are to be delivered by OneSteel Reinforcing, they are deemed to be delivered:

(a) if the parties agree that the Purchaser or the Purchaser’s representative will unload the Goods, when OneSteel Reinforcing delivers the Goods on a truck to a site adjacent to the Purchaser’s nominated site; or

(b) when OneSteel Reinforcing has unloaded the Goods at or adjacent to the Purchaser’s site to a ground level, fl at area.

13. RISK13.1 Risk in the Goods passes to the Purchaser on: (a) delivery of the Goods to the Purchaser; or (b) deemed delivery of the Goods to the Purchaser in

accordance with clause 12; or (c) collection of the Goods by the Purchaser, whichever

occurs fi rst.13.2 OneSteel Reinforcing will not be responsible for any claim

from the Purchaser arising from or in any way relating to the unloading of the Goods.

13.3 If OneSteel Reinforcing’s offi cers, agents or employees enter upon any property at the actual or implied request of the Purchaser. OneSteel Reinforcing accepts no responsibility for any damage suffered by the Purchaser or the Purchaser’s offi cers, agents or employees or to the Purchaser’s property as a result of or in connection with OneSteel Reinforcing’s offi cers, agents or employees entering such property.

13.4 If a vehicle engaged in the delivery of Goods to the Purchaser’s property is disabled or damaged due to the condition of the Purchaser’s property, the Purchaser is liable for the cost of salvage of or repair to the vehicle. The Purchaser indemnifi es OneSteel Reinforcing and keeps OneSteel Reinforcing indemnifi ed against any loss or damage suffered by OneSteel Reinforcing or as a consequence of OneSteel Reinforcing becoming liable to any third party directly or indirectly as a result of OneSteel Reinforcing’s offi cers, agents or employees entering any property at the actual or the implied request of the Purchaser or unloading the Goods.

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14. LEGAL TITLE AND RELATED MATTERS14.1 The legal and equitable title to the Goods will be transferred

from OneSteel Reinforcing to the Purchaser only when the Purchaser has met and paid all that is owed to OneSteel Reinforcing on any account whatsoever.

14.2 The Purchaser acknowledges that until the Purchaser has met and paid all that is owed to OneSteel Reinforcing on any account whatsoever, the Purchaser holds the Goods as bailee for OneSteel Reinforcing and that a fi duciary relationship exists between the Purchaser and OneSteel Reinforcing.

14.3 Until OneSteel Reinforcing receives full payment of all monies due to it from the Purchaser, the Purchaser must keep the Goods separate and in good condition as a fi duciary of OneSteel Reinforcing, clearly showing OneSteel Reinforcing’s ownership of the Goods and must keep books recording OneSteel Reinforcing’s ownership of the Goods and the Purchaser’s sale or otherwise of them in accordance with clauses 14.5 and 14.6. The Purchaser, if required, must deliver up the Goods to OneSteel Reinforcing.

14.4 If the Purchaser defaults in addition to OneSteel Reinforcing’s rights under the Contract. OneSteel Reinforcing may take possession of the Goods wherever the Goods are located and the Purchaser agrees that representatives of OneSteel Reinforcing may enter upon the Purchaser’s premises for that purpose.

14.5 Despite clause 14.1 but subject to clause 15, the Purchaser may sell as fi duciary agent for OneSteel Reinforcing the Goods to a third party in the normal course of the Purchaser’s business provided that where the Purchaser is paid by that third party, the Purchaser holds the proceeds of sale, to the extent of the amount owing by the Purchaser to OneSteel Reinforcing at the time of receipt of such proceeds, on trust for OneSteel Reinforcing. The Purchaser must keep those proceeds separate on trust for OneSteel Reinforcing and not mix those proceeds with any other monies.

14.6 If the Purchaser uses the Goods in some manufacturing or construction process of its own or some third party, then the Purchaser holds such part of the proceeds of such manufacturing or construction process as related to the Goods on trust for OneSteel Reinforcing. Such part is deemed to equal in dollar terms the amount owing by the Purchaser to OneSteel Reinforcing at the time of the receipt of such proceeds. The Purchaser must keep that part of the proceeds separate on trust for OneSteel Reinforcing and not mix those proceeds with any other monies, Not with standing the above, the Purchaser is still required to pay OneSteel Reinforcing for Goods already delivered and for Goods manufactured or ordered to specifi cation and not yet delivered.

15. RESALE15.1 The Purchaser is not permitted to re-sell, re-supply, transfer

or assign any Goods to any other party without OneSteel Reinforcing’s prior written consent, which OneSteel Reinforcing may withhold at its absolute discretion.

16. FORCE MAJEURE16.1 If OneSteel Reinforcing is prevented (directly or indirectly)

from supplying the Goods or providing the Works or any part thereof by reason of acts of God, strikes, lockouts, trade disputes, fi re, fl oods, breakdowns, delay in the manufacture of the Goods for any reason whatsoever, interruption of transport, government action, non-delivery of raw material or products, refusal or failure of OneSteel Reinforcing’s own suppliers to deliver to OneSteel Reinforcing any Goods or components of Goods, or any cause whatsoever (whether or not of a like nature to those specifi ed above) outside its control. OneSteel Reinforcing is under no liability whatsoever to the Purchaser and is entitled, at its discretion, to give notice to the Purchaser, either to cancel the Contract or to extend the time for its performance.

17. SHORTAGES, DEFECTS AND INACCURACIES 17.1 The Purchaser hereby agrees to check all Goods received

immediately upon unloading at their destination and all

Works immediately upon completion. No claim by the Purchaser for shortages or improper or defective or damaged Goods, or defective or improper Works, will be recognised by OneSteel Reinforcing unless notifi ed to OneSteel Reinforcing within forty-eight (48) hours of delivery or performance.

17.2 OneSteel Reinforcing will endeavour to rectify inaccuracies or short supply within forty-eight (48) hours of notifi cation, but will not be responsible for any loss or damage (including consequential loss) however caused arising out of or resulting from such inaccuracies or short supply.

17.3 If, due to any cause whatsoever. OneSteel Reinforcing is unable to supply any part of the Contract by the nominated delivery date or at all, it is entitled, at its option:

(a) to supply to the Purchaser similar Goods and/or Works which in the opinion of OneSteel Reinforcing are an appropriate substitute without prior reference to the Purchaser; or

(b) not to supply part or all of the Goods and/or Works; or (c) delay supply of part or all of the Goods and/or Works,

and OneSteel Reinforcing is not liable to the Purchaser for any failure or delay in supplying part or all of the Contract.

18. DISPUTE RESOLUTION18.1 If there is a dispute or disagreement between OneSteel

Reinforcing and the Purchaser arising in any way from or in relation to the Contract, then OneSteel Reinforcing and the Purchaser must use all reasonable endeavours and reasonably appropriate alternative dispute resolution procedures as soon as possible before resorting to litigation.

18.2 Nothing in this clause 3 prevents a party seeking urgent interlocutory relief from a court or requires that party to participate in informal resolution processes for longer than 30 days after a dispute has arisen.

19. CONFIDENTIALITY19.1 OneSteel Reinforcing and the Purchaser agree that a

Contract and any other information furnished by one party to the other pursuant to the Contract is and remains confi dential between the parties and the parties must not disclose the same, or permit or cause the same to be disclosed, either directly or indirectly, to any third party unless:

(a) prior approval in writing has been obtained from the other party;

(b) disclosure is required by law or; (c) the information is in the public domain prior to the

disclosure by the party.19.2 The expression “any third party” does not include the

fi nancial or legal advisers of a party or a related body corporate of a party.

20. EXTRAS20.1 Unless noted in the Quotation, the price quoted does not

include items such as: tie wire; bar chairs; threading and/or screwing; saw cutting; mechanical splices; welding of any nature; blacksmithing; press work; butt welding; assembly of goods; supply and location of lifting hooks, slings and cradles; supply of bars exceeding lengths of ten metres or exceeding diameter of 36mm; delivery of oversized loads or provision of vehicle escorts; brickwork reinforcing and holding down bolts; galvanizing; on-site scheduling; product containers; steel fi xing; on-site accommodation; provision of traffi c control; or such other items as specifi ed in the Quotation as being excluded.

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20.2 Where the Quotation states that prefabricated elements, such as reinforcing elements or cages, BAMTEC®, ROMTECH®, TRUSSDEK®, engineered manufactured items and steel fi xing are included, unless expressly stated otherwise the quoted price does not include the cost of or associated with lifting or lowering to position on site; site scaffolding; supply and welding of lifting points; or site welding.

20.3 The Purchaser is responsible for the design and location of any required lifting and/or support items at the Purchaser’s site.

21. WORKS21.8 Unless expressly stated in a Quotation, the prices, fees or

rates quoted do not include any Works. 21.9 OneSteel Reinforcing reserves the right to charge for any or

all Works.21.10 Where OneSteel has agreed to provide Works, the Purchaser

must pay OneSteel Reinforcing’s fees for such Works, if applicable, when such Works have been performed.

21.11 OneSteel Reinforcing will use all reasonable endeavours to perform Works in a competent, proper and workmanlike manner and exercising a reasonable standard of skill and diligence, but is not liable for any inaccuracy, error or omission arising from performance of the Works.

21.12 Where a Quotation expressly includes steelfi xing and/or prefabrication as part of the Works, the Purchaser must give OneSteel suffi cient notice to arrange such steelfi xing and/or prefabrication and meet associated health and safety requirements.

22. WORKING DOCUMENTS22.1 OneSteel Reinforcing accepts no responsibility for the

correctness of Working Documents prepared by the Purchaser or a third party.

22.2 Unless otherwise agreed, the Purchaser must deliver all Working Documents without charge to OneSteel Reinforcing prior to commencement of the Works.

22.3 Where the Purchaser submits electronic copies of Working Documents to OneSteel Reinforcing, then OneSteel Reinforcing reserves the right to charge for the printing costs associated with those Working Documents.

22.4 Should errors occur as a result of Working Documents prepared by the Purchaser or a third party, the Purchaser is liable for the cost of rectifi cation.

22.5 All Working Documents will remain in the custody and control of OneSteel Reinforcing.

22.6 A Quotation does not include any fee for design, re-design, detailing, re-detailing, scheduling or re-scheduling of Working Documents to be prepared by OneSteel Reinforcing unless stated in the Quotation, The Purchaser must pay OneSteel Reinforcing’s fees for such services, if applicable, when such Working Documents are prepared.

22.7 OneSteel Reinforcing will provide only two copies of material processing supply schedules and associated installation location plans.

22.8 OneSteel Reinforcing reserves the right to schedule distribution steel as detailed in the Working Documents or as otherwise agreed in writing.

22.9 Unless authorised in writing, neither the Purchaser nor any third party is authorised to reproduce, adapt or use in any manner whether part or whole any Working Documents prepared by OneSteel Reinforcing (whether prepared on a fee paying basis or not). Any unauthorised reproduction, adaptation or use may be, among other things, a breach of copyright and actionable by OneSteel Reinforcing.

22.10 The Purchaser indemnifi es OneSteel Reinforcing against all claims and all costs, liabilities and expenses incurred by OneSteel Reinforcing as a result of or related to:

(a) any inaccuracy, omission or error in the Working Documents prepared by the Purchaser or a third party; or

(b) Working Documents, or any other documents provided by the Purchaser to OneSteel Reinforcing for the purposes of or in the course of the supply of Goods or performance of Works, breaching a third party’s intellectual property rights, and this clause 22.10 survives termination or expiry of the Contract.

23. MISCELLANEOUS23.1 A notice under the Contract can only be in writing and can

only be given to a party: (a) personally; (b) by registered post to the last known place of business or

residence or registered offi ce. Such notice is deemed to be received at the time at which the letter is delivered in the ordinary course of post;

(c) by facsimile transmission to the last known facsimile number. Such notice is deemed to be received when the sending machine confi rms notice has been sent; and

(d) by electronic transmission to the last known email address. Such notice is deemed to be received when the sending machine confi rms notice has been sent.

23.2 The Contract is governed by the laws in the State of New South Wales and the courts of that jurisdiction have exclusive jurisdiction in connection with the Contract.

23.3 A party must not assign its benefi ts or obligations under the Contract without the prior consent in writing of the other party and such other party must not unreasonably withhold its consent to an assignment.

23.4 A party waives a right under the Contract only by written notice that it waives that right.

23.5 If a provision of the Contract would, but for this clause 23.5. be unenforceable:

(a) the provision must be read down to the extent necessary to avoid that result; and

(b) if the provision cannot be read down to that extent, it must be severed without affecting the validity and enforceability of the remainder of the Contract.

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OneSteel Reinforcing Pty Limited ABN 22 004 148 289

National Offi ce: Lvl 8. 205 Pacifi c Hwy. St Leonards NSW 2065 Phone: 02 8424 9800 Fax: 02 8436 4361Email: [email protected]

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MELBOURNE

SYDNEY

BRISBANE

HorshamAlbury

Canberra

Orange

TamworthCoffs Harbour

Lismore

Gladstone

Rockhampton

Mackay

Townsville

Cairns

Darwin

Wagga Wagga

Adelaide

Launceston

Hobart

Perth

GREATER BRISBANE AREA

GREATER MELBOURNE AREA

GREATER SYDNEY AREA

McGraths Hill

Newcastle

Central Coast

Revesby

Wetherill Park NationalOffice

SmeatonGrange

Villawood

Wollongong

Carole Park

BrisbaneStrathpine

Maroochydore

Gold Coast

ClevelandToowoomba

Altona North

Somerton

Wingfield

DandenongNoble Park

Ringwood

Geelong

OneSteel Reinforcing Australia wide Branches(Additional authorised distributors in other areas)

Guaranteed Quality • Australian made REBAR & REOMESH®

• Independently Certifi ed by ACRS (AS/NZS 4671)• National Code of Practice compliant

At your service wherever you are • Australia-wide Branch & Distributor Network• Unmatched experience & applications knowledge• Dedicated PREFAB/CUT & BENT Mesh facilities

Logistics & Transport • Experienced in servicing remote locations• Special containers for long distance transport• Pre-slinging and other OH&S initiatives

Scheduling & Technical Support • Experienced national & regional engineers• Specialised design and detailing assistance• Advanced reinforcement scheduling solutions

Your One-Stop-Reo-Shop • Wide range of accessories and materials• Comprehensive processing options• Complete package solutions



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ACT

Canberra OneSteel Reinforcing17 Sheppard Street, Hume ACT 2620Phone: 02 6203 0200 Fax: 02 6260 1286Email: [email protected]

New South Wales

Albury OneSteel Reinforcing327 Kiewa Street, Albury NSW 2640Phone: 02 6021 1466 Fax: 02 6041 1594Email: [email protected]

Central Coast OneSteel ReinforcingCnr Gavenlock Rd & Marklea Close,Tuggerah NSW 2259 Phone: 02 4351 1077 Fax: 02 4351 1075Email: [email protected]

Coffs Harbour OneSteel Reinforcing c/- OneSteel MetalandCnr Elswick & Isles Drive, Coffs Harbour NSW 2450 Phone: 02 6652 3744 Fax: 02 6652 4226Email: [email protected]

Lismore OneSteel Reinforcing c/- OneSteel Metaland39-41 Habib Drive, Lismore South NSW 2480Phone: 02 6621 8722 Fax: 02 6621 8497Email: [email protected]

McGraths Hill OneSteel Reinforcing38 Park Road, McGraths Hill NSW 2756 Phone: 02 4587 9679 Fax: 02 4587 9122Email: [email protected]

Newcastle OneSteel Reinforcing15 Statham Street, Bennetts Green NSW 2290Phone: 02 4948 7433 Fax: 02 4947 2084Email: [email protected]

Orange OneSteel Reinforcing5 Stephen Place, Orange NSW 2800Phone: 02 6362 2299 Fax: 02 6362 4994Email: [email protected]

Port Macquarie OneSteel Reinforcing10 Belah Road, Port Macquarie NSW 2444 Phone: 02 6581 1144 Fax: 02 6581 1181Email: [email protected]

Revesby OneSteel ReinforcingGate 3 Mons Road, Revesby NSW 2212 Phone: 02 9792 9062 Fax: 02 9792 1971Email: [email protected]

Smeaton Grange OneSteel Reinforcing2-4 Bluett Drive, Smeaton Grange NSW 2567 Phone: 02 4648 1691 Fax: 02 4648 1311Email: [email protected]

Tamworth OneSteel Reinforcingc/- OneSteel Metaland26-30 Goonan Street, West Tamworth NSW 2340Phone: 02 6765 4044 Fax: 02 6765 2552Email: [email protected]

Wagga Wagga OneSteel ReinforcingCnr Say & Schiller Streets, Wagga Wagga NSW 2650 Phone: 02 6921 4178 Fax: 02 6921 7069Email: [email protected]

Wetherill Park OneSteel Reinforcing14 Walker Place, Wetherill Park NSW 2164Phone: 02 9725 1799 Fax: 02 9756 1168Email: [email protected]

Wollongong OneSteel Reinforcing14-16 Lady Penrhyn Drive, Unanderra NSW 2526Phone: 02 4272 9889 Fax: 02 4271 8718Email: [email protected]

Northern Territory

Darwin OneSteel ReinforcingLot 1611 Bombing Road, Winnellie NT 0820Phone: 08 8947 0330 Fax: 08 8947 0358Email: [email protected]

Queensland

Brisbane OneSteel Reinforcing 220 Bradman Street, Acacia Ridge QLD 4110Phone: 07 3845 5655 Fax: 07 3845 5697Email: [email protected]

Cairns OneSteel Reinforcing Lot 25 Hargreaves Street, South Cairns Industrial Estate. Edmonton QLD 4869Phone: 07 4045 5955 Fax: 07 4045 5922Email: [email protected]

Carole Park OneSteel Reinforcing23-25 Argon Street, Carole Park QLD 4300Phone: 07 3271 2099 Fax: 07 3271 2950Email: [email protected]

Cleveland OneSteel ReinforcingLot 11 Freeth Street, Cleveland QLD 4163 Phone: 07 3821 3222 Fax: 07 3821 3233Email: [email protected]

Gladstone OneSteel Reinforcing c/- OneSteel MetalandBensted Street, Gladstone QLD 4680Phone: 07 4972 8033 Fax: 07 4972 8066Email: [email protected]

Gold Coast OneSteel ReinforcingCnr Precision Drive & Barnett Place, Ernest QLD 4214Phone: 07 5594 0599 Fax: 07 5594 0495Email: [email protected]

Mackay OneSteel Reinforcing12-18 Success Street, Paget QLD 4740 Phone: 07 4998 5875 Fax: 07 4998 5906Email: [email protected]

Maroochydore OneSteel Reinforcing517 Maroochydore Rd, Kunda Park QLD 4556 Phone: 07 5445 1561 Fax: 07 5445 1038Email: [email protected]

Rockhampton OneSteel Reinforcing88 Hollingsworth Street, North Rockhampton QLD 4701Phone: 07 4927 9155 Fax: 07 4922 2773Email: [email protected]

Strathpine OneSteel Reinforcing8 Duntroon Street, Strathpine QLD 4500Phone: 07 3205 6766 Fax: 07 3205 4722Email: [email protected]

Toowoomba OneSteel ReinforcingLot 4 Production Court, Toowoomba QLD 4350 Phone: 07 4633 3800 Fax: 07 4633 3690Email: [email protected]

Townsville OneSteel Reinforcing399 Bayswater Road, Garbutt QLD 4814Phone: 07 4775 5100 Fax: 07 4775 1222Email: [email protected]

South Australia

Adelaide OneSteel Reinforcing519 Cross Keys Road, Cavan SA 5094Phone: 08 8349 8666 Fax: 08 8349 7555Email: [email protected]

Wingfi eld OneSteel Reinforcing305 Hanson Road, Wingfi eld SA 5013Phone: 08 8244 8630 Fax: 08 8243 0552Email: reowingfi [email protected]

Tasmania

Hobart OneSteel Reinforcing9 Sunmont Street, Derwent Park TAS 7009Phone: 03 6273 0300 Fax: 03 6273 0315Email: [email protected]

Launceston OneSteel Reinforcing36b Murphy Street, Invermay TAS 7248Phone: 03 6334 3410 Fax: 03 6334 3412Email: [email protected]

Victoria

Altona North OneSteel Reinforcing2-22 Kyle Road, Altona North VIC 3025Phone: 03 9207 2200 Fax: 03 9207 2270Email: [email protected]

Dandenong OneSteel Reinforcing6-10 Business Park Drive, Lynbrook VIC 3975Phone: 03 9554 7999 Fax: 03 9554 7900Email: [email protected]

Geelong OneSteel Reinforcing2 Haworth Court, Breakwater VIC 3219Phone: 03 5248 3500 Fax: 03 5248 6315Email: [email protected]

Horsham OneSteel Reinforcing36 Hamilton Road, Horsham VIC 3400Phone: 03 5382 3192 Fax: 03 5381 1173Email: [email protected]

Ringwood OneSteel ReinforcingFactory 10/505 Maroondah Highway,Ringwood VIC 3134Phone: 03 9879 5360 Fax: 03 9870 0575Email: [email protected]

Somerton OneSteel Reinforcing134 Hume Hwy, Somerton VIC 3062Phone: 03 8339 3600 Fax: 03 8339 3699Email: [email protected]

Western Australia

Perth OneSteel Reinforcing53 Harrison Road, Forrestfi eld WA 6058Phone: 08 6332 3111 Fax: 08 6332 3149Email: [email protected]

Head Offi ce

National Offi ce OneSteel ReinforcingLevel 8. 205 Pacifi c Highway, St Leonards NSW 2065Phone: 02 8424 9800 Fax: 02 8436 4361Email: [email protected]

OneSteel Reinforcing Pty Limited ABN 22 004 148 289 Locked Bag 3050. Artarmon NSW 1570. ©OSR1189

OneSteel Reinforcing Branch Network