Peer Industries Steel Wall systems Technical Manual Index...Peer Industries PIF-MSC-010 Rev 05...

Peer Industries PIF-MSC-010 Rev 05 15/10/07 Steel wall systems technical Manual

Peer Industries Steel Wall systems

Technical Manual Index Page

General information/ Warranty and design considerations SWS01

Engineering design certification SWS02

Certification, standards and testing SWS03-04

Performance SWS04

Technical services SWS05

Fire and acoustic rated systems SWS06

Peer Steel Wall Products SWS07

Partition or wall studs and track SWS08

Deflection head and noggin track SWS09

Accessories for acoustic applications SWS10

Top hats SWS11

Plaster accessories SWS12-13

Partition and wall framing – installation SWS14

Bottom track fixing detail SWS14

Top (Head) track fixing detail SWS15

Top (Head) track fixing detail – suspended ceiling SWS15-16

Deflection head track fixing detail SWS17

Fixing methods explained SWS18-22

Plasterboard installation SWS23

Control joints explained SWS24-25

Storage and Handling SWS25

Table SWS-01 Wall Stud Lipped wall heights SWS26

Table SWS-02 Wall Stud Lipped wall heights SWS27

Table SWS-03 Top Hat 75mm wall heights SWS28

Table SWS-04 Top Hat 50mm wall heights SWS29

Design notes and sectional properties SWS30-31

WSL design examples SWS32

Top Hat design examples SWS33-34

Sectional Properties tables SP05-17 SWS35-47

Notes SWS48-49

Peer Industries PIF-MSC-010 Rev 06 24/06/09 Steel wall systems technical Manual Page SWS 1 of 49

General Information

This Technical manual contains details of Peer Industries cold roll formed and pressed steel

products.

Peer Industries provide this manual for use by Architects, Engineers, Designers, Contractors

and Sub-Contractors to assist in product selection and use.

It has been prepared using relevant Australian Standards together with sound engineering

principles substantiated through laboratory tests.

Peer Industries cold roll formed and pressed steel products are economical, efficient and

durable structural members suitable for a wide range of building applications.

Peer Industries steel products are manufactured in accordance with the requirements of

relevant Australian and New Zealand Standards.

Warranty and Design Considerations

Peer Industries offers a warranty in keeping with Australian Standards and Project

requirements of up to fifteen years.

This Peer Technical manual is designed to provide a general guide to the design and application

of Peer Steel Wall systems.

These systems comprise of steel stud, track, deflection head, noggin track, top hats, assorted

clips and a range of plaster finishing accessories.

Should you require information or design assistance related to systems outside those covered in

this manual, you can contact Peer design on [email protected] or contact our nearest office

by calling 1300 725 675 from anywhere in Australia.

Peer Industries Pty Ltd will not be held responsible for any claims resulting from the use of

Peer Industries products that have not been installed in accordance with the manufacturer’s

recommendations, design manuals, or relevant Australian Standards.

All installations must be carried out in accordance with this manual, any other relevant technical

updates, Applicable Australian Standards and Codes of Practice.

mailto:[email protected]�


Certification

Engineering Design Certificate

Umesh C Khatri RPEQ - 4829 is a registered professional engineer of Queensland and is an

Engineer with Peer Industries Pty Ltd being a manufacturer and supplier of the steel framing

products.

This is to certify that the span and height tables provided in this Design Manual for Peer

Industries cold formed steel sections are in accordance with the requirements of the following

Australian Standards:

AS1538-1988/AS4600, Cold Formed Steel Structure Code.

AS1250/4100 Steel Structure and Building Code of Australia.

Umesh C Khatri RPEQ – 4829

Customer Support Design Engineer

BE Civil, CP Eng, MIE (Aust), RBP (Vic), RPEQ, NPER-3, MFIE, MIEI

on behalf of Peer Industries Pty Ltd

Dated October 2007.


Testing and Standards

Australian and New Zealand Standards

AS1397 – 2001 Steel Sheet and Strip Hot Dipped Zinc-coated or

Aluminium/Zinc coated

AS/NZS 4600-1996 & AS 1538 – 1988 SAA Cold Formed Steel Structures.

AS/NZS 2588 - 1998 Gypsum Plasterboard.

The Application and finishing of Gypsum Plasterboard in framed dwelling construction.

AS1250 SAA Steel Structure Code.

AS3566 Screws - self-drilling - for the building and

Construction industry.

AS/NZS2785 - 2000 & AS2785 – 1985 Suspended Ceilings Design and Installation.

AS4055 –1992 Wind Loads for Housing.

AS3623 -1993 Domestic Metal Framing.

AS1170 – 0, 1, & 2 – 2002/1989 Dead, Live and Wind Loads.

AS1170.4 – 1993 Earthquake Loads.

NZ4203 1992 Seismic Code.

AS1530.4 – 1990 Fire Resistance Tests of Elements of Building

Construction.

AS1191 – 1985 Test Methods for Laboratory measurement of

Airborne Sound Transmission Loss of Building

Partitions.

Tests to comply with the Building Code of Australia C1.8

Tests BRANZ Test Report – STR 213:

Peer Industries Pty Ltd cold-formed steel studs are tested in conjunction with Plasterboard

conforming to AS2588 for:

(a) Resistance to Static Pressure Tests to ASTM E72-80

(b) Resistance to Impact Tests to ASTM E695-79

(c) Surface Indentation Tests to AS 2185 – Appendix A2.

Steel studs were tested as specified in (a), (b) and (c) above (see Test Report – STR 213)

The results were checked for compliance with the Building Code of Australia 1990 (BCA).


Testing and Standards cont’d

BRANZ Test Report – FR1660, FR1661:

Peer Industries Pty Ltd cold roll formed steel studs are tested in conjunction with Plasterboard

complying with the Building Code of Australia (BCA) and AS1530.4 for:

(a) Fire Resistance Level (FRL) of 90/60/60 – FR1660

(b) Fire Resistance Level (FRL) of 120/90/120 – FR1661

CSIRO Test Report – STR 019:

Peer Industries cold-formed steel studs are tested in conjunction with Plasterboard complying

with AS2588 for airborne sound transmission loss.

Note: Airborne-sound-transmission loss = sound transmission class – Rw 32 – as per

AS 1276-1979 and the BCA.

Material:

Peer Industries cold roll formed steel sections and pressed products are manufactured from

zinc coated steel strip conforming to AS 1397 for thickness up to and including 1.55mm BMT

(base metal thickness).

The steel strip for the various section sizes has a minimum yield stress of 300 Mpa.

Coating:

All Peer Industries cold roll formed steel sections are coated with zinc with a minimum coating

mass of 220 - 275 grams/m2 as indicated.

Performance Peer cold roll formed steel sections and pressed products will perform as specified if used in

accordance with the recommendations and details set down in this technical brochure and

related design references together with good trade practices.

Any variations from these recommendations and details will require special design and detailing.

Information in this brochure is current at the time of printing.

Specifications and recommendations are subject to change without notice.

Whilst every care is taken at the time of the preparation of this Brochure, Peer accepts no

liability for any errors or ambiguities.

Contact Peer office to discuss any such concerns.

For applications outside the scope of this design manual, contact Peer design on

[email protected] or contact our nearest office by calling 1300 725 675 from anywhere in

Australia.



Technical Services – Peer Design

Peer Industries provides a complete design service and our structural engineers will assist you

with the design phase of your project.

This design manual has been prepared with a view to providing Architects, Engineers,

Designers, Contractors and Subcontractors with:

• A quick and easy to use interactive wall construction calculator.

• A convenient design aid in the form of maximum heights or maximum span table.

• The design data - Section properties to enable the design of required configurations not

covered in this manual.

• Installation and construction detail.

The Height and Span Tables for Peer Industries steel products provides solutions for the

following broad range of design conditions.

• Design loads which are uniformly distributed.

• Spans for single span, double spans and continuous spans as specified.

• Sizes of steel products with all dimensions.

• Steel products with nominated base metal thicknesses (BMT’s).

Contact our experts at Peer Design by email [email protected] , call for our nearest office on

1300 725 675 or visit our website at www.Peerindustries.com.au

http://designt/�


http://www.peerindustries.com.au/�


Fire and Acoustic Rated Wall Systems

Fire Rated Stud Walls

Assessment criteria are represented by three performance measurements known as

“Fire Resistance Levels (FRL)”

• Structural Adequacy

• Integrity

• Insulation

This indicates the number of minutes that the specimen fulfils the requirements of the three

fire test criteria e.g. -/60/60, 60/60/60 etc.

Peer Industries Pty Ltd steel studs are tested for FRL in conjunction with plasterboard

complying with AS2588.and 1530.4 as well as the BCA

Any plasterboard can be used with Peer steel studs provided those plasterboards are

manufactured to AS2588 and are tested for required FRL.

Refer to plasterboard manufacturer’s specification for required FRL.

Sound Transmission Class – STC

Peer Industries steel stud wall with plasterboard complying with AS2588 and the BCA

underwent laboratory tests to establish their sound insulation characteristics.

The sound transmission loss through the stud wall was calculated for each specified frequency.

Measurements are made in one-third octave bands from 125 to 4000 Hz.

The STC rating is determined by comparing the measured sound transmission loss curve of an

assembly in reference to STC contours.

Each such assembly is conveniently expressed as a single number known as STC of that

assembly.

A higher STC value indicates a better acoustic performance.

Refer to the plasterboard manufacturers specifications for required STC.

Any plasterboard can be used with Peer steel studs provided these plasterboards are

manufactured to AS2588 and are tested for required STC performance.


Peer Industries – Steel Wall Products

Peer WALL LIPPED STUDS

WSL51

WSL64

WSL76

WSL92

WSL150

Peer DEFLECTION HEAD TRACKS

DHT64

DHT76

DHT92

DHT150

Peer TRACKS

T51

T64

T76

T92

T150

Peer NOGGING TRACKS

NT64 – 450 or 600 centres





Peer Industries Steel Wall Products cont’d

1. Partition or Wall Studs – Refer to Figure – Fig 1 and 2

Fig 1 Fig 2

1. Lipped Studs - Marked as “WSL” (Wall Stud Lipped) refer to Fig 1 and 2

• Stud Sizes – 51mm(WSL51), 64mm(WSL64), 76mm(WSL76), 92mm(WSL92),

150mm(WSL150)

• Stud - Base Metal Thickness (BMT) 0.50mm, 0.55mm, 0.75mm, and 1.15mm

(1.55mm available on request)

2. Partition or Wall Tracks - Marked as “T” (Track) refer to – Fig 3 and 4

Fig 3 Fig 4

• Track Sizes – 51mm(T51), 64mm(T64), 76mm(T76), 92mm(T92) and 150mm(T150).

• Track -Base Metal Thickness (BMT) 0.50mm, 0.55mm, 0.75mm, 1.15m

51-92

35 35

150

30

51-92

30

150


Peer Industries Steel Wall Products cont’d 3. Partition or Wall Deflection Head Track marked as “DHT”(Deflection Head Track)

Fig 5 - Deflection Head Track 64, 76 & 92mm Fig 6 - Deflection Head Track 150mm

Deflection Head Track Sizes – 64mm (DHT64), 76mm (DHT76), 92mm (DHT92) and 150mm

(DHT150).

• Deflection Head Track - Base Metal Thickness (BMT) 0.55mm, 0.75mm and 1.15mm.

Fig 7 - an example of a Peer Noggin Track available in 64, 76, 92 and 150mm

3. Noggin Tracks marked as “NT” (Noggin Track):- Refer to – Fig 7

Nogging Tracks (with cut outs for studs @ 450 or 600mm)–64mm (NT64), 76mm

(NT76), 92mm (NT92) and 150mm (NT150) (300mm cut out noggin track available on

request)

NT Nogging Tracks - Base Metal Thickness (BMT) = 0.75mm.

450 or 600 spacing

50

64-92

50

150



4. Accessories for Acoustic (STC) Applications

• C001 – Resilient mount with FC18/FC28 furring channel

and FCCB 22mm cyclonic batten

• CFCRESAM - Furring channel resilient adjustable mount

• C001/M6 - Furring channel acoustic thread adjustable mount

Fig 8 - C001 Furring Channel Acoustic Direct Fix Clip Fig 9 – CFCRESAM Furring Chan Resilient Adj Mount Clip

Fig 10 – C001M6 Furring Channel Acoustic Thread Adj Fig 11 – C79SRES Furring Channel to TCR Acoustic



5. Top Hats marked as “TH” (Top Hat): - Refer to Fig 12 and 13

Fig 12 - 50mm Top Hat Fig 13 - 75mm Top Hat

• TH75 - Top Hat 75 x 35 x 1.15 BMT

• TH50 - Top Hat 50 x 35 x 1.15 BMT

6. Plaster Accessories refer to Figs 13 to 26

Peer Industries manufactures a range of plasterboard (dry wall) finishing accessories including:

• Plaster stop angles in normal and shadow line

• Plaster angles (external and Internal )(90 and 135 degree)*

• Plaster Stopping Beads*

• Plaster Casing Beads*

• Plaster Archway Beads

* These products can be supplied in Stainless Steel for use in aggressive environments

For Marine environments 316 Stainless steel is recommended with lead time and pricing available on

request.

Plaster Stop angles are available in 10, 13 and 16mm widths

Plaster casing and stopping beads are available in 6, 10, 13, and 16mm widths

75mm

35mm

50mm

35mm


Peer Industries Steel Wall Products cont’d Plaster Accessories refer to Figs 14 to 27

Fig 14 – Plaster Angle 90 o External Fig 15 – Plaster Angle 90 o Internal

Fig 16 – Plaster Angle 135o External

Fig 17 – Plaster Angle 135 o Internal

Fig 20 – Plaster Angle Expanded Mesh 90 o

Fig 18 – Plaster Angle 90 o Bull Nose

Fig 19 – Plaster Angle 90 o External Square Hole

Fig 21 – Render Bead 90 o


Peer Industries Steel Wall Products cont’d Plaster Accessories refer to Figures 14 to 27

Partitions or Wall Framing Generally lateral wind loads or other loads are transferred from lining to studs, studs to track.

The tracks will be transferring loads to supporting structures.

The tracks are fixed to supporting structure with appropriate fastening to transfer shear loads or other

loads as required.

See figure below for full details:

Figure – 28 and 29 - Peer Bottom Track fixing Detail

Figure – 30 - Peer Head Track fixing Detail- wall/ceiling junction Friction Fit Head

Figure – 31 - Peer Head Track fixing Detail- wall/ceiling junction Suspended Tee-Lock Ceiling

Figure – 32 - Peer Head Track fixing Detail- wall/ceiling junction. For Suspended Ceiling

(Furring Channel & TCR System)

Fig 22 – Plaster Casing Bead

Fig 23 – Plaster Stopping Bead

Fig 24 – Plaster Stopping Angle

Fig 25 – Plaster Stopping Angle Shadow Line

Fig 26 – Plaster Expansion Joint

Fig 27 – Plaster Archway Bead


Peer Industries Wall Products - Installation

Fig 29 - Peer Bottom Track Fixing Detail

Studs bottomed into track

Continuous bead of sealant for acoustic integrity

Fix track at 600mm max centres. For 150mm width track, use two fixings approx 20mm in from each side

Peer Stud

Peer Track

Plasterboard or equivalent

6mm Gap

Peer Stud

Peer Track

Fix Track at 600mm max centres with appropriate fasteners 100mm max from fastener to track end

NOTE: Where track is fastened to concrete floor minimum edge distance must be maintained

Stud Bottomed into Track

Peer Stud

100mm max from fastener to track end

Fig 28 – Peer Bottom Fixing Detail


Peer Industries Wall Products - Installation cont’d

Fig – 30 - Peer Head Track Fixing Detail- wall/ceiling junction Friction Fit Head

Fig – 31 - Peer Head Track fixing Detail- wall/ceiling junction Suspended Tee-Lock Ceiling

Peer Stud


Fix track at 600mm max centres. For 150mm width track, use two fixings approx 20mm in from each side

100mm max to first fastener

6-10mm clearance to Plasterboard

Stud 15mm clearance

NOTE: Junction may be finished square with stopping bead or cornice. Do not rigidly fix cornice to walls where friction joints are used.

NOTE: This method of construction is not recommended for studs adjacent to windows, doors or studs carrying loads greater than 0.25kpa.

Peer PSASL30 Shadowline stopping bead, finish as required

Fix track at each Peer main runner

Peer main runner

Peer Stud

Fix wall sheets at 10 to 15mm below head track flanges



Fig – 32 - Peer Head Track fixing detail- wall/ceiling junction. For Suspended Ceiling System

(Furring Channel & TCR System)

• Deflection Head Tracks

Fig 33 – Deflection Head Track available in 64, 76, 92 & 150mm

The Deflection Heads are tracks with larger flanges to accommodate deflections of upper

structures or any thermal movements.

Please do not provide any mechanical connection (screws, welding etc) to these joints.

• Refer to figures Figs 33 for fixing details to supporting structures

Fix head track to Peer furring channel at 600mm max centres

Finish as required

Where wall runs perpendicular to furring channel fix track to furring channel at each intersection

Peer Furring channel in normal set out position

Peer Stud

Fix wall sheets at 10 to 15mm below head track flanges

Peer Furring channel where wall runs parallel to set out

Peer Top cross rail

50

64-150



Fig 34 - Peer Deflection Head Track Fixing Detail - wall/ceiling junction - Deflection Head

Fig 35 – Wall Stud Lipped available from 51 – 150mm

The Studs function is to transfer loads from lining to the tracks.

Due to this fact the strength of the studs plays a vital role in determining the heights of partitions.

Refer to height and span table manual for capacities of the studs based on its spacing and gauge.

Stud to track connections also play an important part in the load transfer mechanism.

Peer studs are roll-formed with mountain knurling for ease of anchor location and are designed to

box in all widths and gauges.

Fill gap with sealant for acoustic integrity

20mm clearance to stud and plasterboard

NOTE: Stopping bead or cornice finish as required. Do not rigidly fix cornice to walls where friction joints are used.


Peer Stud

100mm max to first fastener

Appropriate fasteners

Peer deflection head track fastened at 600mm centres max

51-92

35

150

35



Fixing Methods explained

There are several methods of fixing a steel wall system.

Fig 36 - example of a friction fit wall

Fig 37 - example of friction fit – plan view

See detail figs 30 and 31

Peer Stud

Peer track

Screw first & last studs only

Spacing

Rotate studs into position

NOTE: Ensure studs are set plumb and square in the track



Fig 38 - example of friction fit - detail

For non-load bearing partitions it is possible to install studs using the friction method to hold the

studs in place in the track.

This simplifies the installation and reduces the time required.

Friction fitting keeps the studs in position until plasterboard is fastened to the studs.

Fix plasterboard to studs with plasterboard screws with screws being no more than 100 mm

from tracks.

Fixing details

Friction fit

1) Fix top and bottom tracks of partition into position.

2) Fix first and last studs to both top and bottom tracks with screws.

3) Insert the intermediate studs into tracks at required centres and rotate steel section into

position.

4) Check the studs are set in position and are plumb and square.

100mm max

Plasterboard screw

10mm min Plasterboard overlap


Peer track

Peer stud

10mm max clearance stud / track



Fig 39 - example of a friction fit wall assembled

Fig 40 - mechanical fastening – detail

Fixing details

Screw Connection

An alternative to using friction fit is to use mechanical fixing methods. Studs are held in place

using friction fit until fasteners can be used.

1) Fix the top and bottom tracks into the correct position.

2) Insert the studs into the tracks at the required centres and rotate the stud into position.

3) Check that the studs are set plumb and square when in position.

4) Fix all studs to both the top and bottom tracks with screws.

5) The strength of these connections is based on pull out capacity of screws.

6) Refer to the screw manufacturer’s recommendations for pull out capacity of screws.

See detail Figs 30 and 31

Peer Stud

Peer track

Screw first & last studs only

Spacing

100mm max

Plasterboard screw

10mm min plasterboard overlap


Peer track

Peer stud

10mm max clearance stud / track

See detail Figs 37


Peer Industries Wall Products - Installation cont’d Fixing details

Weld Connection

1) Fix the top and bottom tracks in the correct position.

2) Insert the studs into the tracks at the required centres and rotate the stud into position.

3) Check that the studs are set plumb and square when in position.

4) Fix all of the studs to both the top and bottom tracks with welding as per AS 1554, 1538

and 4600.

5) After welding, all disturbed areas are to be protected from corrosion with an appropriate zinc

rich primer or other surface treatment as per surface coatings supplier’s recommendations.

Nogging Track and timber Noggins used with Peer Track

Refer to figure Figs – 41 and 42 below for various Nogging track configurations and fixing

details:

Fig 41 - Timber Noggins with Peer Wall Stud Lipped

Fig 42 Noggin Track with Peer Wall Stud Lipped

Timber nogging Lining

Fix through stud web

Peer stud

450 or 600 spacing


Peer Industries Wall Products – Installation cont’d Nogging Tracks-cont’d

Nogging track is used to provide extra support to the stud wall.

This prevents the steel section from twisting when under load condition.

Nogging track should be fastened either with screws, rivets or welding etc to ensure firm

bracing is achieved.

Refer to the maximum wall height tables SWS01 and SWS02 for the number of rows of

noggings required for a particular wall height.

Nogging tracks are available in 450mm and 600mm spacing’s which can be used as a guide to

ensure stud spacing’s are uniform and correct.

Other spacing’s are available on request.

Fig 43 an example of a Peer noggin track placement in a steel wall system available in 64, 76,

92 and 150mm

Fig 43 – placement of Noggin Track in Steel Stud Wall

1) Place the bottom track in its position as per detail Fig 38

2) Mark the position of the studs on the bottom tracks

3) Place track nogging with open ends of flanges facing down on bottom track

4) Insert the studs through the cut-outs of track noggings and into the bottom track at its

position

5) Place the top track on top of the studs

6) Align the studs, bottom tracks, top tracks and track noggings to its required position

7) Slide the track noggings into the correct height on studs

8) Fasten the track noggings to both flanges of studs with either screws, rivets or welds

9) All other stud framing works as per the above Installation detail.

450 or 600 spacing


Peer Industries Wall Products - Installation cont’d Plasterboard Installation – General instruction for fixing lining to stud frame

(Always follow the manufacturer’s instructions)

1) Cut the sheets to size and then fix the sheets either vertically or horizontally.

2) Fasten the plasterboard to each stud as shown in the figure 44 or 45.

3) Use full sheets above and below all openings.

4) Saw cut sheets around any openings

5) Stagger the butt joints ensuring they do not occur on or between the same studs on

opposite sides of the wall (This improves structural stability and the appearance of the

decorated wall).

Fig 44 - example of Steel Stud non fire rated vertical plasterboard sheeting arrangement using

adhesive/fastener combination

Fig 45 - example of Steel Stud non fire rated horizontal plasterboard sheeting using adhesive/fastener

combination

Non load bearing walls: Do not fasten plasterboard into top and bottom track

200 max

Stud adhesive

Screws

5-10mm gap between bottom of sheet and floor

Fasteners at 10 to 15mm from sheet edge

Stagger butt joins in adjacent sheets and on opposite sides of wall by minimum one stud. Stagger fasteners in adjacent sheets at butt joints.

Caulk all perimeter gaps with mastic to achieve required acoustic performance

Peer studs at 600mm max centres

Insulation where applicable

Peer track

One layer of plasterboard to each side of wall

Non load bearing walls: Do not fasten plasterboard into top and bottom track

Screw spacing 200mm max

Stud adhesive

Screws

5-10mm gap between bottom of sheet and floor

Fasteners at 10 to 15mm from sheet edge

Stagger butt joins in adjacent sheets and on opposite sides of wall by minimum one stud. Stagger fasteners in adjacent sheets at butt joints.

Caulk all perimeter gaps with mastic to achieve required acoustic performance

Peer studs at 600mm max centres

Insulation where applicable

Peer track

One layer of plasterboard to each side of wall



Plasterboard Installation cont’d

Keep the bottom edge of the sheet 10mm clear of the floor.

All plasterboard installation should be in accordance with

AS2588 & AS2589 and the Plasterboard manufacturer’s specifications.

Other Building Board Installation:

All building board installation should be in accordance with manufacturer’s specifications and

recommended installation methods.

Expansion and Control Joints

Expansion joints as well as control joints need to be provided at 12 metre maximum spacing

and wherever structural expansion joints occur.

Refer to Fig 46 and Fig 47 for various control joints details

Fig 46 - non fire rated Control Joint – Steel Stud Frame and plasterboard or equivalent or

cement sheeting

Note: Control Joint should be in accordance with manufacturer’s specifications and recommendations

Peer PXJ30 Plaster expansion joint

Sealant for acoustic integrity (Depth equal to wall lining thickness)

10mm Gap

Additional steel stud to form control joint

Backing rod – non fire rated 22mm diameter. For acoustic integrity


Peer PXJ30 Plaster expansion joint



Fig 47 - Control Joint at intersection using Steel Studs.

Storage and Handling of product on Site

• Products manufactured by Peer Industries are produced from coated steel coil material

which is classified as non hazardous material.

• Products are supplied in varied pack and sub pack quantities and should be handled in

accordance with the recommendations contained in AS 1470

• Storage of metal products should be in accordance with Peer Industries

recommendations as listed below.

• Metal Framing materials, Plaster accessories and clips should be stored in dry areas free

from dirt, oil and airborne contaminants such as acids and salt sprays.

• Where possible all material used in the construction of steel stud walls should be

handled in a manner that reduces the risk of damage.

• All material should be kept in a dry area. • All framing should be sheeted as soon as possible after installation to protect the

coating • Steel products should be used as soon as possible after delivery.

Fill gap with sealant for acoustic integrity

Fastener

Peer stopping bead and set over

Masonry wall or Similar material

Maintains acoustic integrity of the wall system in which it is installed

Do not fix plasterboard to end stud

100 to 150mm



TABLE No. SWS-01

WSL51, 64, WSL76, WSL92, WSL150 – Wall Lipped Studs

MAXIMUM WALL HEIGHTS

Stud Walls lined both sides with plasterboard Lateral Pressure : 0.25 kPa permissible Internal wind pressure 0.375 kPa (Ultimate)

Stud Size Thickness Plaster Board

Plaster Board

Stud Spacing in mm

mm BMT Thickness Type 600 450 300

(Lipped Stud)

mm mm Maximum Wall

Height in mm

WSL51 0.50

10

13

16

Both sides

Both sides

Both sides

2810

3210

3350

3025

3410

3540

3305

3635

3810

WSL64

0.50

0.75

1.15

13

13

13

Both sides

Both sides

Both sides

3645

4250

4535

4135

4435

4780

4445

4765

5205

WSL76

0.55

0.75

1.15

13

13

13

Both sides

Both sides

Both sides

4175

4755

5085

4745

4970

5375

5065

5360

5875

WSL92

0.55

0.75

1.15

13

13

13

Both sides

Both sides

Both sides

5055

5400

5805

5390

5660

6145

5775

6125

6740

WSL150 0.75

1.15

13

13

Both sides

Both sides

7230

7930

7695

8510

8480

9480

Based on: 1. Deflection = H/240. 2. Heights are as per AS1538. 3. Noggins Tracks: 0000 - 4400mm height =No Noggin Track required.

4400 - 6500mm height = One row of Noggin Track required. 6500 - 9500mm height = Two rows of Noggin Track required.

4. Stud Walls as per AS4600 & AS1538- cold formed steel structures code. 5. G300 steel.


TABLE No. SWS-02

WSL51, 64, WSL76, WSL92, WSL150 – Wall Lipped Studs

MAXIMUM WALL HEIGHTS

Stud Walls Lined One Side only or Stud Walls Without Lining Lateral Pressure : 0.25 kPa (permissible) Internal wind Pressure 0.375kPa (Ultimate)

Based on: 1. Deflection = H/240. 2. Heights are as per AS1538. 3. Noggins Tracks: 0000 - 3000mm height = One row of Noggin Track required.

3000 - 6000mm height = Two rows of Noggin Track required. 6000 - 8300mm height = Three rows of Noggin Track required.

4. Stud Walls as per AS4600 & AS1538- cold formed steel structures code. 5. G300 steel.

Stud Size Thickness Plaster Stud Spacing in mm mm BMT Board 600 450 300

(Lipped Stud) mm Thickness mm

Maximum Wall Height in mm

WSL51

0.50

10

13

16

2330

2330

2330

2560

2560

2560

N/A

N/A

N/A

WSL64

0.50

0.75

1.15

13

13

13

2770

3150

3630

3050

3470

3995

3490

3970

4570

WSL76

0.55

0.75

1.15

13

13

13

3260

3600

4140

3590

3960

4560

4105

4535

5220

WSL92

0.55

0.75

1.15

13

13

13

3780

4175

4800

4160

4595

5285

4760

5260

6050

WSL150 0.75

1.15

13

13

6150

6890

6645

7440

7400

8270


TABLE No. SWS-03

TH75 – Top Hats 75x35x1.15mm

Span Table for Wall Installation

MAXIMUM TOP HAT SPAN - Wall Installation

Lateral

Pressure

MAXIMUM TOP HAT SPAN

mm

Permissible/ (Ultimate limit State)

Single Span Double Spans Continuous Spans

Top Hat Spacing in mm

KPa 600 450 600 450 600 450

0.75 (1.12) 1795 1975 2300 2540 2220 2440

1.00 (1.50) 1630 1795 2095 2300 2015 2220

1.50 (2.25) 1425 1570 1710 1980 1760 1940

2.00 (3.00) 1295 1425 1485 1715 1580 1760

2.50 (3.75) 1200 1320 1330 1530 1410 1635

3.00 (4.50) 1130 1245 1210 1400 1290 1485

4.00 (6.00) 1025 1130 1050 1210 1120 1290

5.00 (7.50) 950 1050 965 1110 1000 1155

6.00 (9.00) 880 985 880 1015 910 1050

Based on: 1. Deflection = span/240. 2. Critical of Strength & deflection. 3. As per AS 4600 and AS1538 - Cold Formed Steel Structures Code. 4. Permissible stress design and Ultimate limit state design.


TABLE No. SWS-04

TH50 – Top Hats 50x35x1.15mm

Span Table for Wall Installation

MAXIMUM TOP HAT SPAN - Wall Installation

Lateral

Pressure

MAXIMUM TOP HAT SPAN

mm

Permissible/ (Ultimate limit

state)

Single Span

Double Span

Continuous Span

Top Hat Spacing in mm

KPa 600 450 600 450 600 450

0.75 (1.12) 1700 1870 2270 2500 2100 2310

1.00 (1.50) 1545 1700 2060 2270 1910 2100

1.50 (2.25) 1350 1485 1675 1930 1665 1835

2.00 (3.00) 1225 1350 1450 1670 1515 1665

2.50 (3.75) 1135 1250 1295 1495 1405 1550

3.00 (4.50) 1070 1180 1180 1365 1280 1455

4.00 (6.00) 975 1070 1020 1180 1110 1280

5.00 (7.50) 900 990 915 1060 990 1145

6.00 (9.00) 850 935 860 970 905 1040

Based on:

1. Deflection = span/240. 2. Critical of Strength & deflection. 3. As per AS1538 - Cold Formed Steel Structures Codec. 4. Permissible stress design and Ultimate limit state design.


Peer Design Notes

General All tables are prepared for the use of Lipped Wall Stud as manufactured by Peer

Industries Pty Ltd.

Tables are based on permissible stress method as per AS1538 - 1988 Cold Formed Steel

Structures Code

Design is based on:

Deflection = H/240.

Yield stress = 300 Mpa.

Lateral Loading = as specified.

Slenderness = as per AS 1538 -1988.

About Section Properties Section properties are based on the full section, using the nominal section dimensions

notations which are in accordance with AS 1538 and AS4600

Section properties have been presented in tables with appropriate text for ease of use.

The value of shear centres is calculated using the formula:

Xo = Xs + Xc and Yo = Ys + Yc.

The form factor Q has been calculated based on a maximum allowable stress of 0.6Fy in

accordance with AS 1538 clause 3.6.3.

All details and information contained in this manual are intended as a general guide for use in

internal partition construction.

For use in any external wall design and construction or for any special structure, please

contact

Peer Design on 1300 725 675. Almost all structures will deflect during service.

Partition designers should be aware of the expected deflections of the building structure as

they affect partitions.

These deflections may be due to both dead and live loadings.

Non-load bearing partitions are not designed to take any axial loading due to building

deflection.

In fire rated steel stud walls, thermal expansion of studs should be expected during fire

service. Designers should make due allowances for these effect.

The partition designer should properly consider framing design and layout around openings in

partition systems.

http://www.mbs.com.au/doclibrary/mbs-design-smart.asp�


Peer Design Notes

About Height and Span Tables

Peer steel products performance characteristics for studs, tracks, deflection head tracks, and

top hats have been presented in a format that allows selection of product sizes and gauges by

reference to appropriate Maximum Height Tables or Maximum Span Tables.

Peer cold-formed steel sections are suitable for a wide variety of uses including wall, roof,

floor and, ceiling framing, external facade and soffits, beams and lintels.

Peer steel products are ideally suited for use in the areas of commercial and industrial

construction, general fabrication or for residential /domestic projects.

Partition heights are determined by various design criteria including wind loading, deflection

limits, stud size, stud spacing, track size etc. For height information to satisfy specific design

criteria, contact

Peer Design on 1300 725 675.

To assist you with your project Peer design has compiled 8 examples of various configurations

ranging from Steel wall stud and top hat to wall framing systems.

The options detail spans and noggin track requirements.

The span tables detail maximum spans achievable with various products.

The section properties tables detail the physical characteristics of various products.

http://www.mbs.com.au/doclibrary/mbs-design-smart.asp�


Wall Stud Lipped design examples

Example 1

Plasterboard thickness - 13mm Partition Type - Both sides Partition Height - 5000mm

Wall Stud Lipped examples Example 2

Plasterboard thickness - 13mm Partition Type - One side Partition Height - 4000mm

Product

Rows Of

Noggin Track

Stud Spacing Centres

mm WSL64-115 1 300 WSL76-055 1 300 WSL76-115 1 600 WSL92-055 1 600

Product

Rows Of

Noggin Track

Stud Spacing Centres

mm WSL64-115 2 450 WSL76-055 2 300 WSL76-115 2 600 WSL92-055 2 450


TOP HATS as Façade or Fascia Frame Maximum Girt Spacing (Maximum Span of Top Hat)

For use of Peer Top Hats on Girts/support structure etc Example 3a

Lateral pressure = 2.0 kPa permissible or 3.0 kPa Ultimate Number of spans - Single

Example 3b

Lateral pressure = 2.0 kPa permissible or 3.0 kPa Ultimate Number of spans – Double Span

Example 3c

Lateral pressure = 2.0 kPa permissible or 3.0 kPa Ultimate Number of spans - Continuous

Product

Top

Hat

spacing

Max Top

Hat Span

(Girt)mm

TH75-

600 1295

TH75-

450 1425

TH50-

600 1225

TH50-

450 1350

Product Top

Hat spacing

Max

Top

Hat

Span

TH75-115 600 1485

TH75-115 450 1715

TH50-115 600 1450

TH50-115 450 1670

Product Top

Hat spacing

Max

Top

Hat

Span

TH75-115 600 1580

TH75-115 450 1760

TH50-115 600 1515

TH50-115 450 1665


TOP HATS as Façade or Fascia Frame Maximum Girt Spacing (Maximum Span of Top Hat)

For use of Peer Top Hats on Girts/support structure etc

Example 4a

Lateral pressure = 1.5 kPa permissible or 2.25 kPa Ultimate Number of spans - Single

Example 4b

Lateral pressure = 1.5 kPa permissible or 2.25 kPa Ultimate Number of spans - Double

Example 4c

Lateral pressure = 1.5 kPa permissible or 2.25 kPa Ultimate Number of spans - Continuous

Product

Top hat

Top

Hat spacing

Max

Top

Hat

Span

TH75-115 600 1425

TH75-115 450 1570

TH50-115 600 1350

TH50-115 450 1485

Product

Top hat

Top

Hat spacing

Max

Top

Hat

Span

TH75-115 600 1710

TH75-115 450 1980

TH50-115 600 1675

TH50-115 450 1930

Product

Top hat

Top

Hat spacing

Max

Top

Hat

Span

TH75-115 600 1760

TH75-115 450 1940

TH50-115 600 1665

TH50-115 450 1835


SECTIONAL PROPERTIES TABLE SWS-05

TH75-115, TH50-115 – Top Hats - Section Properties

Peer Part No

Depth Width Thick-ness

Shear Centre

Centroid Yield Strength

Area

Second Moment of Area

D mm

B

mm

t

mm BMT

YS

mm

XC

mm

YB

mm

YT

mm

FY

Mpa

A

mm2

IX-X

x 103 mm4

IY-Y

x 103 mm4

TH50-115

35

50

1.15

13.3

43.9

18.6

16.4

300

174.6

34.6

107.7

TH75-115

35

75

1.15

14.9

56.4

20.8

14.2

300

203.8

40.8

236.8

Peer Part No

Torsion Constant

Mono symmetry

Section Constants

Section Modulus Radius of Gyration

Form Factor

Warping Constant

J

mm4

βY

mm

ZXXT

mm3

ZXXB

mm3

ZY-Y mm3

Rx

mm

Ry

mm

Q

IW

x 106 mm6

TH50-115

77.0

86.2

2112

1859

2455

14.1

24.5

0.946

9.59

TH75-115

89.7

108.9

2882

1956

4202

14.2

34.1

0.884

23.23

Section properties calculated in accordance with AS 1538 - Cold Formed Steel Structures

Code

Material Specifications:

1. Peer sections are roll formed from zinc coated steel strip which conforms to AS 1397.

2. Material: G2 Z275, Yield Strength-Fy = 300 Mpa and coating grade Z275 (275 g/m2 zinc).



TH60-075 – Top Hats - Section Properties

Peer Part No

Depth

Width Thick-ness

Shear Centre

Centroid Yield Strength

Area


D mm

B

mm

t

mm BMT

YS

mm

XC

mm

YB

mm

YT

mm

FY

Mpa

A

mm2

IX-X

x 103 mm4

IY-Y

x 103 mm4

TH60-075

35

60

0.75

13.72

43.9

19.23

15.77

300

122.1

25.18

102.1

Peer Part No

Torsion Constant

Mono symmetry

Section Constants

Section Modulus Radius of Gyration

Form Factor

Warping Constant

J

mm4

βY

mm

ZXXT

mm3

ZXXB

mm3

ZY-Y mm3

Rx

mm

Ry

mm

Q

IW

x 106 mm6

TH60-075

22.9

93.85

1597

1368

2072

14.36

28.92

---

9.108

Section properties calculated in accordance with AS 1538 - Cold Formed Steel Structures

Code




0.75



WSL51 – Wall Studs Lipped - Section Properties

WSL51 Lipped Studs t = 0.50 mm

Peer Product

No

Thick-

ness

Shear Centre

Yield Strength

Torsion Constant

Centroid Area

Form Factor

D = 51mm t

mm

XS Mm

FY

Mpa

J

mm4

XC

mm

YC

mm

A

mm2

Q

WSL51 0.50

15.87

300

5.66

12.32

26.03

67.9

0.85

Section properties calculated in accordance with AS 1538 - Cold Formed Steel Structures Code.




Peer Product

No

Second Moment Of Area

Section Modulus

Radius Of

Gyration

Warping Constant

D= 51mm

IX-X

x 103

mm4

IY-Y

x 103 mm4

ZX-X mm3

ZY-Y

mm3

Rx Mm

Ry

mm

IW

x 106 mm4

WSL51

29.73

10.44

1142(944)

452

20.9

12.7

6.29




WSL64 Lipped Studs t = 0.50, 0.75mm and 1.15mm

Peer Product

No

Thick- ness BMT

Shear Centre

Yield Strength

Torsion Constant

Centroid Area

Form Factor

D = 64mm t

mm

XS Mm

FY

Mpa

J

mm4

XC

mm

YC

mm

A

mm2

Q

0.50

15.3

300

6.2

11.3

32.6

74.4

0.813

WSL64 0.75

15.2

300

20.75

11.4

32.6

110.7

0.952

1.15

16.4

300

74.0

12.8

32.0

167.2

0.987





Peer Product

No


Section Modulus Radius of Gyration Warping Constant

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X mm3

ZY-Y

mm3

Rx Mm

Ry

mm

IW

x 106 mm4

49.9

11.3

1529

505

25.9

12.3

9.85

WSL64 73.6

16.3

2253

675

25.8

12.1

14.4

112.2

25.8

3506

1137

25.9

12.4

24.0





Peer Product

No

Thick -ness BMT

Shear Centre

Yield Strength

Torsion Constant

Centroid Area

Form Factor

D = 76mm t

mm

XS

Mm

FY

MPa

J

mm4

XC

mm

YC

mm

A

mm2

Q

0.55 14.7 300 8.9 10.6 38.7 88.3 0.793

WSL76 0.75 14.7 300 22.44 10.6 38.7 119.7 0.902

1.15 15.9 300 80.1 12.0 38.0 181.0 0.935





Peer Product

No


Section Modulus

Radius of

Gyration

Warping Constant

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X mm3

ZY-Y

mm3

Rx

mm

Ry

mm

IW

x 106 mm4 81.3 12.9 2099 517 30.3 12.1 16.1

WSL76 109.4 17.1 2825 688 30.2 11.9 21.1

166.7 27.2 4387 1156 30.4 12.3 34.6



WSL92– Wall Studs Lipped - Section Properties


Peer Product

No

Thickness BMT

Shear Centre

Yield Strength

Torsion Constant Centroid Area

Form Factor

D=92mm T mm

XS

mm FY

MPa J

mm4 XC

mm YC

mm A

mm2 Q

0.55 14.1 300 9.79 9.74 46.8 97.1 0.728

WSL92 0.75 14.0 300 24.69 9.77 46.8 131.7 0.832

1.15 15.4 300 88.20 11.1 46.0 199.4 0.866

Peer

Product No

Second Moment Of Area Section Modulus Radius of

Gyration Warping Constant

IX-X x 103 mm4

IY-Y x 103 mm4

ZX-X mm3

ZY-Y

mm3 Rx

mm Ry

mm IW

x 106 mm4

126.7 13.6 2705 527 36.1 11.8 24.3

WSL92 170.7 18.0 3646 701 36.0 11.7 32.3

259.8 28.6 5648 1176 36.1 12.0 50.5







WSL150– Wall Studs Lipped - Section Properties

WSL150 Lipped Studs t = 0.75mm and 1.15mm

Peer Product

No

Thickness BMT

Shear Centre

Yield Strength


Form Factor

D= 150mm

t mm

XS Mm

FY MPa

J mm4

XC Mm

YC

mm A

mm2 Q

WSL150 0.75 12.2 300 32.9 7.5 76.1 175.2 0.637

1.15 13.6 300 117.6 8.99 75.0 266.1 0.669

Peer Product

No


Section Modulus Radius of

Gyration

Warping Constant

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X mm3

ZY-Y

mm3

Rx

mm

Ry

mm

IW

x 106 mm4

WSL150 545.3 20.7 7168 795 55.8 10.9 92.15

828.6 32.3 11048 1219 55.8 11.0 138.24




2. Material: G2 Z275, Yield Strength-Fy = 300 Mpa and coating grade Z275 (275 g/m2 zinc.).



T51 Track - Section Properties

T51 Tracks - t = 0.50 mm

Peer

Product No

Depth Thick- ness BMT

Shear Centre

Yield Strength


D mm

t

mm

XS

mm

FY

MPa

J

mm4

XC

Mm

YC

mm

A

mm2

T51 52.5 0.50 12.60 300 4.76 8.82 26.4 57.2





Peer Product

No

Form Factor


Section Modulus

Radius Of

Gyration

Warping Constant

Q

IX-X

x 103

mm4

IY-Y

x 103 mm4

ZX-X mm

3

ZY-Y mm3

Rx

Mm

Ry

mm

IW

x 106

mm4

T51 0.369 26.83 6.22 1034 271 21.7 10.4 2.88




T64 Tracks - t = 0.50, 0.75 & 1.15 mm

Peer Product

No Depth

Thick- ness BMT

Shear Centre

Yield Strength


D mm

t

mm

XS

mm

FY

MPa

J

mm4

XC Mm

YC

mm

A

mm2

65.4 0.50 11.98 300 5.30 7.92 32.7 63.6

T64 65.7 0.75 11.40 300 17.9 8.30 32.85 94.9

66.5 1.15 11.09 300 64.4 8.42 33.25 145.4

Peer Product

No

Form Factor

Second Moment

Of Area

Section Modulus

Radius of

Gyration

Warping Constant

Q

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X Mm3

ZY-Y

mm3

Rx Mm

Ry

mm

IW

x 106 mm4

0.337 44.24 6.68 1363 280 26.4 10.2 5.42

T64 0.488 65.7 9.85 2000 416 26.3 10.2 7.36

0.681 101.4 14.9 3050 630 26.4 10.1 11.25

Section Properties calculated in accordance with AS 1538 - Cold Formed Steel Structures Code.







T76 Tracks - t = 0.55, 0.75 & 1.15 mm

Peer Product

No

Depth Thickness BMT

Shear Centre

Yield Strength

Torsion Constant

Centroid Area

D

mm

t

mm

XS

mm

FY

MPa

J

mm4

XC

Mm

YC

mm

A

mm2

78.0 0.55 11.00 300 7.76 7.52 39.0 76.7

T76 78.3 0.75 10.85 300 19.7 7.59 39.12 104.4

78.7 1.15 10.56 300 70.5 7.73 39.35 159.4

Peer

Product No

Form Factor


Section Modulus

Radius of

Gyration

Warping Constant

Q

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X Mm3

ZY-Y

mm3

Rx

Mm

Ry

mm

IW

x 106 mm4

0.348 72.2 7.69 1855 314 30.7 10.0 8.20

T76 0.450 98.3 10.4 2513 426 30.7 10.0 11.10

0.635 149.9 15.6 3809 644 30.7 9.91 16.77




2. Material: G2 Z275, Yield Strength-Fy = 300 Mpa Coating Grade Z275 (275 g/m2 zinc.).




T92 Tracks - t = 0.55, 0.75 & 1.15 mm

Peer Product

No Depth Thickness

BMT Shear Centre

Yield Strength


D mm

t

mm

XS

mm

FY

MPa

J

mm4

XC

mm

YC

mm

A

mm2

94.0 0.55 10.36 300 8.65 6.75 47.0 85.5

T92 94.4 0.75 10.21 300 21.9 6.84 47.2 116.5

94.5 1.15 9.93 300 78.6 7.00 47.25 177.6

Peer

Product No

Form Factor


Section Modulus

Radius of Gyration

Warping Constant

Q

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X Mm3

ZY-Y

mm3

Rx Mm

Ry Mm

IW

x 106 mm4

0.315 111.6 8.10 2375 321 36.1 9.74 12.71

T92 0.408 152.5 10.95 3231 435 36.2 9.70 17.26

0.581 230.5 16.5 4878 659 36.0 9.63 25.83


Material Specification:

Peer sections are roll formed from zinc coated steel strip which conforms to AS 1397.

Material: G2 Z275, Yield Strength-Fy = 300 Mpa and Coating Grade - Z275 - 275 g/m2 zinc.




T150 Tracks - t = 0.75 & 1.15 mm

Peer Product

No Depth Thickness

BMT Shear Centre

Yield Strength


D mm

t

mm

XS

mm

FY

MPa

J

mm4

XC

Mm

YC

mm

A

mm2

T150 152.0 0.75 8.42 300 29.95 5.09 76.0 159.7

152.8 1.15 8.14 300 107.98 5.24 76.4 244.6

Peer Product

No

Form Factor


Section Modulus

Radius Of

Gyration

Warping Constant

Q

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X Mm3

ZY-Y

mm3

Rx

Mm

Ry

mm

IW

x 106

mm4

T150 0.304 480.3 12.3 6320 456 54.8 8.77 52.70

0.437 737.3 18.5 9650 691 54.9 8.69 79.93


Material Specifications





DEFLECTION HEAD TRACKS (DHT)- Sectional Properties

Depth Thick-ness

Shear centre

Centroid Torsion

constant

Area


Section Modulus

Radius of Gyration

Form Factor

Warping Constant

D

Mm

t

mm BMT

XS

mm

XC

mm

YC

mm

J

mm4

A

mm2

IX-X

x 103 mm4

IY-Y

x 103 mm4

ZX-X

mm3

ZY-Y mm3

Rx

mm

Ry

mm

Q

IW

x 106 mm6

65.7

66.5

0.75

1.15

19.99

19.68

15.5

15.6

32.85

33.25

22.9

82.63

121.9

186.8

94.2

145.6

33.1

50.17

2868

4379

960

1460

27.8

27.9

16.5

16.4

0.380

0.547

24.77

38.09

78.25

78.7

0.75

1.15

19.31

19.01

14.5

14.6

39.12

39.35

24.8

88.7

131.4

200.8

138.9

212.2

35.1

53.1

3551

5391

988

1500

32.5

32.5

16.3

16.3

0.357

0.517

37.15

56.43

94.4

94.5

0.75

1.15

18.50

18.22

13.3

13.4

47.20

47.25

27.0

96.8

143.5

219.0

211.7

320.7

37.26

56.4

4485

6787

1015

1542

38.4

38.3

16.1

16.1

0.331

0.483

57.54

86.63

152.0

152.8

0.75

1.15

16.08

15.78

10.3

10.4

76.0

76.4

35.0

126.2

186.7

286.0

634.7

975.3

42.78

64.88

8351

12766

1078

1639

58.3

58.4

15.1

15.1

0.259

0.382

175.66

268.1

Section Properties calculated in accordance with AS 1538 - Cold Formed Steel Structures Code Material Specification :- 1. MBS sections are roll formed from zinc coated steel strip which conforms to AS 1397. 2. Material : G300 Z200. Coating Grade - Z200 - 200 g / m2 zinc. 3. Yield Strength - Fy = 300 Mpa.


Notes

Peer Industries Steel Wall systems Technical Manual Index...Peer Industries PIF-MSC-010 Rev 05...

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