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  1. Home
  2. Purlins
  3. Purlins and Rails
Purlins and RailsJohn Caldwell2021-05-19T11:15:27+00:00
  • Data Sheet

  • Drawings

  • Customisation

  • Components

  • Anti Sag

  • Detailing

  • Section Properties

  • Load Tables

  • Data Sheet

The ProSigma+ range is a series of purlins and rails suitable for use in industrial, commercial and agricultural applications. It comprises 7 section depths in 3 separate material thicknesses as outlined below. The sections may be supplied in either galvanised or white pre-painted coating.
Sigma Plus Sections

Sizes and thicknesses

SECTION RANGE FOR PURLINS & RAILS
SECTION DEPTH (MM)
Thickness (mm) 145 175 205 235 265 300 325
1.5 DP-SP
145/65/150
DP-SP
175/65/150
DP-SP
205/65/150
DP-SP
235/65/150
DP-SP
265/65/150
DP-SP
300/65/150
DP-SP
325/65/150
1.8 DP-SP
145/65/180
DP-SP
175/65/180
DP-SP
205/65/180
DP-SP
235/65/180
DP-SP
265/65/180
DP-SP
300/65/180
DP-SP
325/65/180
2 DP-SP
145/65/200
DP-SP
175/65/200
DP-SP
205/65/200
DP-SP
235/65/200
DP-SP
265/65/200
DP-SP
300/65/200
DP-SP
325/65/200
SECTION RANGE FOR PREPAINTED PURLINS & RAILS
SECTION DEPTH (MM)
Thickness (mm) 145 175 205 235 265 300 325
1.5 DP-PSP
145/65/150
DP-PSP
175/65/150
DP-PSP
205/65/150
DP-PSP
235/65/150
DP-PSP
265/65/150
DP-PSP
300/65/150
DP-PSP
325/65/150
2 DP-PSP
145/65/200
DP-PSP
175/65/200
DP-PSP
205/65/200
DP-PSP
235/65/200
DP-PSP
265/65/200
DP-PSP
300/65/200
DP-PSP
325/65/200

Section specification
Sections are specified by product code with a typical code being of the type DP-SP205/65/150. The codes are defined as follows:

DP: Duggan Profiles, used as a prefix for all our sections
SP: Sigma Plus, this defines the profile and distinguishes it from Cee’s or Eaves Beams
205: The first 3 digits denote the section depth in mm
65: The second block of digits denotes the flange width in mm
150: The final block of digits denotes the thickness, 150 is 1.5mm, 180 is 1.8mm and so on.

Available lengths
Duggan Profiles can produce its cold rolled products in lengths up to 20m.

Punching details
Standard gauge lines for bolted connections are 20mm from top and bottom flanges as shown below. Anti sag ties typically connect to holes on the section centreline. Standard holes are 14mm to suit M12 bolts however 18mm holes are also available. Slotted holes, off standard punching and additional services such as notching, counterforming and service holes may also be available. Refer to Prosigma+ Customisation section for more details.

Typical punching details

Material specification (Galvanised & Magnelis)
Purlins, Rails, Eaves Beams and Cee sections from the Duggan Profiles ProSigma range are manufactured as standard from high proof strength steel for cold forming with the following characteristics to EN 10346:2009

Galvanised
Minimum yield strength (Rel): 450MPa
Corrosion protection: Hot-dip zinc coating
Coating designation: Z275
Coating mass: 275g/m2 (The minimum total coating mass both surfaces using triple spot test)

Magnelis
Minimum yield strength (Rel): 450MPa
Corrosion protection: Hot-dip coating
Coating designation: ZM 120
Coating mass: 120g/m2 (The minimum total coating mass both surfaces using triple spot test)
Click here for more information

The material thickness is to EN 10143:2006 Continuously hot-dip coated steel sheet and strip. Tolerances on dimensions and shape

Material specification (Prepainted)
Painted Purlins, Rails, Eaves Beams and Cee sections from the Duggan Profiles ProSigma range may be manufactured from organically coated structural steel with the following characteristics:

Steel Name S390
Minimum yield strength: 390MPa
Corrosion protection: Hot-dip zinc coating
Coating designation: Z275
Coating mass: 275g/m2 (The minimum total coating mass both surfaces using triple spot test)

The painted finish to EN 10169:2010 is as follows:
Colour: Chalk White*
A 15μm thick flexible primer specially designed to resist corrosion, applied on both sides.
A 20μm thick flexible chemical and corrosion resistant Polyester Resin finish (Chalk White Top Coat) applied on both sides.
*The colour indicated is for information purposes only. Material samples are the only reliable indicator of colour and are available on request.

The material thickness is to EN 10143:2006 Continuously hot-dip coated steel sheet and strip. Tolerances on dimensions and shape.

  • Drawings

Profile drawings for Galvanised Prosigma+

Thickness
(MM)
145 175 205 235 265 300 325
1.5 DP-SP
145/65/150
DP-SP
175/65/150
DP-SP
205/65/150
DP-SP
235/65/150
DP-SP
265/65/150
DP-SP
300/65/150
DP-SP
325/65/150
PDF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File
DXF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File

Thickness
(MM)
145 175 205 235 265 300 325
1.8 DP-SP
145/65/180
DP-SP
175/65/180
DP-SP
205/65/180
DP-SP
235/65/180
DP-SP
265/65/180
DP-SP
300/65/180
DP-SP
325/65/180
PDF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File
DXF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File

Thickness
(MM)
145 175 205 235 265 300 325
2.0 DP-SP
145/65/200
DP-SP
175/65/200
DP-SP
205/65/200
DP-SP
235/65/200
DP-SP
265/65/200
DP-SP
300/65/200
DP-SP
325/65/200
PDF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File
DXF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File

Profile drawings for Prepainted Prosigma+

Thickness
(MM)
145 175 205 235 265 300 325
1.5 DP-PSP
145/65/150
DP-PSP
175/65/150
DP-PSP
205/65/150
DP-PSP
235/65/150
DP-SP
265/65/150
DP-PSP
300/65/150
DP-PSP
325/65/150
PDF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File
DXF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File

Thickness
(MM)
145 175 205 235 265 300 325
2.0 DP-PSP
145/65/200
DP-PSP
175/65/200
DP-PSP
205/65/200
DP-PSP
235/65/200
DP-PSP
265/65/200
DP-PSP
300/65/200
DP-PSP
325/65/200
PDF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File
DXF: PDF File PDF File PDF File PDF File PDF File PDF File PDF File

Interpretation of colour used in Visual Aids:
Throughout this section on the Prosigma system extensive use has been made of exaggerated and eye-catching colouring such as red, blue etc. Please note this is used for illustrative purposes only and does not infer that the products in question are supplied in the colours shown. Information on materials and colours available may be obtained from colour charts, material samples and product samples available on request from Duggan Profiles.

  • Customisation

Prosigma

STANDARD HOLES

The majority of connections in the Duggan Prosigma system are designed around the use of M12 bolts fitting through 14mm holes. In certain instances where M12 is not deemed adequate M16 bolts fitting through 18mm holes are used (The Eaves Beam Cleat connection to the mainframe is an example). Both 14 & 18mm holes are produced as standard and these may be punched at any position across the width of the blank strip, in other words punching is not limited to standard gauge lines.

SLOTTED HOLES

Standard horizontal slot lengths are 14 x 4 and 14 x 40 as shown but any slot length may be achieved using multiple iterations of these punches.

14mm vertical slots may be achieved by nibbling using a series of closely spaced 14mm holes. 18mm slots, both horizontal and vertical may also be produced by nibbling using 18mm round holes. Slots may be punched at any position across the width of the strip.

SERVICE HOLES

A round 60mm diameter hole may be provided on the centreline of selected sections to accommodate the provision of services such as ducting, pipes, cabling etc. The sections in question include Sigma+ sections of 235 or greater and all Cee sections.

NOTCHING

Sigma, Cee and Eaves Beam profiles can be notched. The minimum length of notch is 60mm. A member may be notched from either side or from both, if notching from both sides the depth may be different on either side. The notch must start at the edge of the strip.

End Flanges

In situations where loading and other factors permit End Flanges may be used instead of cleats/brackets as a cost effective jointing solution. An end flange is formed from the parent material of the member in question by notching the end and folding the remaining tab. The end flange may be punched to allow for a bolted connection or folded unpunched to act as an end closure. Please note end flanges are available on Cee sections only.

End Flange direction: End Flanges may be formed inward or outward as indicated in the diagrams below. Flanges folded “IN” are the most commonly used type.

End Flange length: The flange length can be varied to suit the application in question however it is generally less than the width of the section with 50mm being the most common length.

COUNTERFORMING

Counterforming of either 14 or 18mm holes may be provided and is generally applicable to Cee sections only. Please contact Duggan Profiles before considering the use of counterformed holes on sections other than Cee’s. The overall depth of the counterform varies with material thickness and should be obtained from samples if critically important. Indicative dimensions are shown on the diagram below.

  • Components

Cleats

Cleats

Sleeves

Sleeves

Stays

Stays

Apex Ties

Apex Ties

Apex Ties

Cleader Angle

tie ropes

Tie Rope

tube struts

Tube Struts

tube ropes

Tube Ties

tie ropes

Clamp Plate

Tube Strut Spacers

Tube Struct Spacer

Threaded Rod on Rof

Threaded Tie Rod

Angle Strut

Angle Strut

Vertical Cladding Rail

Vertical Cladding Rail

Cee section sleeve

Cee Section Sleeve

Eaves Struct Cleat

Eave Strut Cleat

Eaves Struct

Eaves Strut

Eaves Strut Purlin Cleat

Eaves Strut Purlin Cleat

  • Anti Sag

ProsigmaAnti-Sag Systems

 

 

Overview

Anti-sag support for cold-rolled members is required in situations where loadings would induce deflection or torsion of the cold-rolled member outside design limits. These limits may be specified by codes of building practice, cladding material manufacturers, industry representative organisations or the cold-rolled manufacturer amongst others. Adherence to these limits is essential in ensuring that structural integrity is achieved as well as providing a support structure for cladding materials.

Implementation of Anti-sag Support System

The images below depict a selection of everyday situations where anti-sag support is required. Choose the appropriate link for guidance on the selection and implementation of the most appropriate anti-sag system.

Note: Due to the sizeable choice of cladding systems and fixing methods and the continuous advancements in the development of same this section does not present an exhaustive source of guidance. Individual building geometry, prevailing weather conditions, intended purpose of the structure and the likes may dictate alternative systems to those shown. The information provided should be considered in tandem with the specific details of the structure in question when formulating an anti sag solution.

Roof

Standard Roof

Anti-sag support for standard roof

Mono Pitch Roof

Mono Pitch Roof

Use the Anti-sag support for standard roof with these additional requirements for mono pitch roof

Roof

Flat Roof

Anti-sag support for flat roof

Longer or Steeper Slope

Longer or Steeper Slope

Use the Anti-sag support for standard roof with these additional requirements for longer or steeper slopes

Wind Uplift

Wind Uplift

Anti-sag support for roof subject to wind uplift

Tiled / Slated roof

Tiled / Slated Roof

Anti-sag support for non restraining tiled or slated roof

Non restraining roof cladding

Non restraining roof cladding

Anti-sag support for non-restraining roof cladding

Curved Roof

Curved Roof

Anti-sag support for curved roof

Standard Rails

Standard Rails

Anti-sag support for standard sheeting rails

Non restraining wall cladding

Non restraining wall cladding

Use the Anti-sag support for standard sheeting rails with these additional requirements for non-restraining wall cladding

Rails on higher elevations or with heavier cladding

Rails on higher elevations or with heavier cladding

Use the Anti-sag support for standard sheeting rails with these additional requirements for higher elevations and heavy wall cladding

Horizontally laid cladding

Horizontally laid cladding

Use the Anti-sag support for standard sheeting rails with these additional requirements for horizontally laid cladding

  • Detailing

ProSigma+

 

 

 

STRUCAD SUPPORT

Detailing Support for StruCad Users

The Duggan Prosigma system is fully intgrated in StruCad. The complete range of Duggan Cold rolled sections is available for detailing from the sections catalogue as shown.

Duggan Sections in StruCad

Duggan Connection Macros

In common with the systems of other manufacturers the Duggan Prosigma installation includes a suite of connection macros which may be accessed as shown below.

Duggan Profiles Connection Macros

Info

A quick access link is provided to the prosigma section of the Duggan Profiles website from the  interface of each macro. Click this for access to Load Tables and other technical information from within the StruCad environment.

Purlin/Rail to Column/Rafter

This creates a cleat connection for both the Sigma and Cee sections. The following options are available:

DPPR

  • Prepainted or Galv sections may be used
  • The type of Cleat may be defined
  • Sleeves may be used
  • Rafter Stays may be used
  • Firewall slots may be used
  • Orientation holes may be added

Simply supported rail to column

DPSSRThis creates a cleat connection for both the Sigma and Cee sections where the members are inset between columns/rafters.

The following options are available:

  • Prepainted or Galv sections may be used
  • The type of hot rolled cleat may be defined (Duggan cleats are not suitable)
  • Cleats may be slotted
  • Members may be Notched around columns
  • The inset distance may be varied

Eaves Beam to column

This creates an Eaves Beam cleat connection. The following options are available:

DPEBC

  • Prepainted or Galv sections may be used
  • Bolt-on or Weld-on cleats may be used
  • The stock size may be defined

Note: Duggan Profiles do not supply Eaves Beam Cleats, these must be fabricated as part of the structural steel.

Connections for Cee Sections

This creates a connection between the following:

DPC

  • Cee‘s and other Cee’s
  • Cee’s and Eaves Beams
  • Cee’s and columns/rafters

The following options are available:

  • Prepainted or Galv sections may be used
  • End Flanges may be used instead of cleats
  • Hot rolled cleats may be used
  • Notching may be used

Note: Use the Vertical Cladding Rail macro for connecting Cee’s to Sigma sections.

Vertical Cladding Rail connection

This creates all connections for the Vertical Cladding Rail (VCR). The following options are available:

DPVCR

  • The horizontal rails may be any type of Sigma or Cee
  • The VCR must be a Cee
  • Cleat connections to columns may be defined
  • Cover channels may be defined and used where required
  • Tie Ropes may be used

Hip Connection

DPHIPThis creates a cleat connection between a Sigma or Cee and a hip rafter. The following options are available:

  • The purlins may be any type of Sigma or Cee
  • Weld-on or Bolt-on cleats may be used

Note: These cleats must be supplied by the fabricator.

Connection for Eaves Struts & Angle Struts

This creates the end connections for the Eaves Strut and the Angle Strut. These are standard connections and no adjustment is required however the following two connection options for the Eaves Strut are available:

DPRS

  • Eaves Strut connected to purlin web
  • Eaves Strut connected to purlin flange

Purlin and Rail Tie connection

This creates the connections for Tube Struts, Tube Ties, Threaded Rod Ties and Apex Ties. It also makes provision for the inclusion of Tie Ropes. The following options are available:

DPPRT

  • Sigma or Cee sections may be used
  • Any Type of Tube Strut may be used
  • Ties may be connected end to end or staggered (Anti sag requirements for Curved Roofs require staggered ties)
  • Counterformed holes with countersunk bolts may be used

Connection for Tie Rope

This connects Tie Ropes with Tube Struts, Tube Ties, Angle Struts and Vertical Cladding Rails (VCR). The following options are available:

DPTIE

  • Sigma or Cee sections may be used as the purlins or rails
  • The anchor point at the column/rafter may be adjusted
  • The anchor bracket at the column/rafter may be changed
  • Tie Ropes can be inset for purlins/rails between rafters/columns
  • Counterformed holes with countersunk bolts may be used

Cleader Angle Connection

DPCAThis calculates the length of Cleader Angle required but does not create a connection. Duggan Profiles supply Cleader Angle in 6m lengths for screw fixing on site.

 

 

Service Holes

DPSHL

This creates a Service Hole in Sigma sections 235 and deeper and all Cee sections. There are no user defined parameters for this macro and the hole must be applied on the centreline of the section.

Note: The removal of large amounts of material will weaken the section. This should be borne in mind when Service Holes are used.

 

How to create an order:

Cold rolled may be ordered from within the StruCad environment by selecting the “Duggan Cam” option on the cold rolled menu.

Cam Order

The dialog box below appears. The order may include everything in the model or may be broken down by Phase, Finish, Prefix etc., in fact Duggan Cam allows ordering of coldrolled based on any user attribute.

Duggan Cam

  • Choose to order “All” or create the order based on one of the available user attributes.
  • Check if there are any non standard items. Items may appear non standard for various reasons such holes not on expected gauge lines or items too long to make. If an item cannot be manufactured it must be edited before ordering. Drawings of non standard items should be included with the order.
  • Enter delivery details.
  • Click “Generate CAM”.
  • Two files are created and saved to the folder you selected (Model directory/COLDCAM/ by default). These two files are “modelname”.asp and “modelname”.xml and they contain the list of non standard items and the order details respectively. Attach these 2 files to an email along with drawings of any non standard items and send them to your normal sales contact. Your order is now placed.
  • Section Properties

Download (PDF, 271KB)

  • Load Tables

Prosigma

Load tables are provided for a range of spanning modes. The diagrams accompanying each set of tables demonstrate the configuration of purlins (and sleeves if used) applicable in each case.
These guidelines must be followed for the information provided to remain valid.
The tables cater for bay sizes up to 10m and provide information for purlin centres from 1.2 up to 2.8m.
Allowable loads for wind uplift are included with varying values dependent on the provision of anti sag restraint.
Comprehensive guidance on systems of restraint is included in the section on Anti Sag Systems.

Prosigma

GALVANISED PURLINS

ProSigma+ (Galv.) – Double Span Purlins – Load Tables 
ProSigma+ (Galv.) – Single Span Purlins – Load Tables
ProSigma+ (Galv.) – Single Span Sleeved Purlins – Load Tables
ProSigma+ (Galv.) – Double Span Heavy End Bay Purlins – Load Tables
ProSigma+ (Galv.) – Single Span Heavy End Bay Purlins – Load Tables

GALVANISED RAILS

ProSigma+ (Galv.) – Double Span Rails – Load Tables
ProSigma+ (Galv.) – Single Span Rails – Load Tables
ProSigma+ (Galv.) – Single Span Sleeved Rails – Load Tables
ProSigma+ (Galv.) – Double Span Heavy End Bay Rails – Load Tables
ProSigma+ (Galv.) – Single Span Heavy End Bay Rails – Load Tables

PAINTED PURLINS

ProSigma+ S390 (Prepainted) – Double Span Purlins – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Purlins – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Sleeved Purlins – Load Tables
ProSigma+ S390 (Prepainted) – Double Span Heavy End Bay Purlins – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Heavy End Bay Purlins – Load Tables

PAINTED RAILS

ProSigma+ S390 (Prepainted) – Double Span Rails – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Rails – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Sleeved Rails – Load Tables
ProSigma+ S390 (Prepainted) – Double Span Heavy End Bay Rails – Load Tables
ProSigma+ S390 (Prepainted) – Single Span Heavy End Bay Rails – Load Tables

.
SCI_Assessed_Logo_Medium    ‘SCI Assessed Quality Mark’. This mark testifies that the Steel Construction Institute (SCI) has independently verified the technical data above.

 

Figures and Comments given here are given for guidance purposes only. While care has been taken to ensure accuracy Duggan Profiles & Steel Service Centre Ltd. and its related companies do not accept liability for errors / or omissions. Customers should satisfy themselves of the suitability of the products supplied or manufactured by Duggan Profiles & Steel Service Centre Ltd. for the use intended. Galvanised Purlins and rails are supplied to a minimum of S450 Yield strength but higher yield strength products may be substituted as required.

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