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Steel Wall Systems Manual

General information/ Warranty and design considerations
Engineering design certification
Certification, standards and testing
Performance
Technical services
Fire and acoustic rated systems

Peer Steel Wall Products
Partition or wall studs and track
Deflection head and noggin track
Accessories for acoustic applications
Top hats
Plaster accessories

Partition and wall framing – installation
Bottom track fixing detail
Top (Head) track fixing detail
Top (Head) track fixing detail – suspended ceiling
Deflection head track fixing detail
Fixing methods explained
Plasterboard installation
Control joints explained
Storage and Handling
Table SWS-01 - Wall Lipped Studs
Table SWS-02 - Wall Lipped Studs
Table SWS-03 - Top Hats
Table SWS-04 - Top Hats
Design notes and sectional properties
WSL design examples
Top Hat design examples
Sectional properties SWS-05
Sectional properties SWS-06
Sectional properties SWS-07
Sectional properties SWS-08
Sectional properties SWS-09
Sectional properties SWS-10
Sectional properties SWS-11
Sectional properties SWS-12
Sectional properties SWS-13
Sectional properties SWS-14
Sectional properties SWS-15

Peer Facade System Manual

General / Design & Warranty Information
Engineering design certification
Certification, standards and testing
Performance
Technical services

Peer Façade system Products
Façade system Backing Strip
Top Hat 50, 120 and EPDM foam seal
Façade EPDM seal characteristics
Panel Layout and Top Hat spacing
Top Hat levelling and fixing – EPDM Foam seal application
Pre mark and drill boards prior to fixing
Backing Strip as a vertical spacer and sealant application
Insertion of backing strip and overlapping seal details
Backing strip overlapping seal and prep for Top board
Fixing to layer of boards and prep screw holes for filling
Finish façade joint sealing & Control Joints
Control Joints
Storage, Handling & Design Capacities
Section properties TH120
Section properties TH75 & TH50
Span table maximum wind pressure

Concealed Ceiling systems Manual

General / Design & Warranty Information
Engineering design certification
Technical services
Certification, standards and testing
Performance

PEER Concealed Ceiling Steel
Product Breakdown
Furring channel
Top cross rail
Clips
Miscellaneous components
Acoustic application accessories
Top hats
Ceiling battens
Ceiling joists
Concealed ceiling systems install
Typical suspended ceiling with TCR/FC
Direct fixing of furring channels
Drop ceiling/ceiling bulkhead
Fire rated ceilings
Acoustic STC rated ceilings
Typical concealed ceiling joists
Curven and raked ceilings
Plasterboard installation
Expansions and control joints

Design notes
Span table CCS01
Span table CCS02
Span table CCS03
Span table CCS04
Span table CCS05
Span table CCS06
Span table CCS07
Clip Capacity Table CCS08
Sectional properties SP-01
Sectional properties SP-02
Sectional properties SP-03
Sectional properties SP-04
Sectional properties SP-05

Exposed Grid system Manual

General / Design & Warranty Information
Engineering design certification
Certification, standards and testing
Technical services

PEER Exposed Grid Ceiling
Simplicitee components
Simplicitee components details
Two way exposed grid
One way linear grid
Raked ceiling detail
Light fitting detail

Installation details
Two way exposed grid
Part tile lengths/widths
Wall angle trim fixing
Suspension rod fixing
Main/Cross runner suspension clips
Main runner to wall angle junction
Detail at light fitting
Main runner to wall angle junction
Maximum load Table EGS01
Clip Capacity Table EGS-02
Grid layout examples
Ceiling tiles
Sectional properties SP-01
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Span Table – TH75-115 Top Hat
Ceiling Installation

Top Hat Section TH-75-115 = 20x35x75x35x20 x1.15 mm

Lateral Pressure
 MAXIMUM TOP HAT SPAN
mm
Permissible kPa Ultimate Limit State
Single Span
Double Span
Continuous Span
Top Hat Spacing in mm
600 450 600 450 600 450
0.75 1.12 1570 1725 2095 2305 1935 2135
1.00 1.50 1425 1570 1905 2095 1760 1935
1.50 2.25 1245 1365 1660 1830 1540 1690
2.00 3.00 1130 1245 1470 1660 1395 1540
2.50 3.75 1050 1155 1310 1510 1300 1430
3.00 4.50 990 1085 1190 1380 1220 1345
4.00 6.00 900 990 1035 1190 1080 1220
5.00 7.50 835 920 920 1065 970 1100
6.00 9.00 785 865 840 975 850 1000

Based on:

  1. Deflection = span/360.
  2. Critical of Strength & deflection
  3. As per AS1538 and AS4600 - Cold Formed Steel Structures Code.
  4. Permissible stress design and ultimate loads.
   PEER Industries Technical Manual Rev 05