
The fixing options selected depend on the function they perform and supports to which they are being installed.
Hot Rolled Steel Sections:
Cold-formed Steel Purlins:
Timber and/or Glulam Beams:
Side stitching of sheets and/or flashings:
Aggressive Environments:
The above fixing specifications should be enhanced for aggressive environments (ie. category C4) and when installing aluminium roof decks. For aluminium roof decks in aggressive environments (i.e. C4), stainless steel screws are recommended - contact fixing suppliers for suitable screw specification.
All fixing types and centres (from Table 8.14a) will need specific checks for any uplift or diaphragm design required. This may result in a different fixing type or spacing to suit the design situation. For all fixing checks carried out, the performance data for the fixings should be tested in accordance with ECCS publication No. 124.
Recommended minimum fixing centres for each profile are detailed in the table below. These may need to be increased in frequency and/or number where wind uplift load or diaphragm roof design is required – contact SMD Technical Team for further information.


The below restrictions on fixing position within the sheet are based on fixing types documented above, BS EN 1993-1-3 recommendations and Hilti literature in relation to cartridge fired pins.
Minimum edge/end distance and spacing:
