
Specification
All SMD floor deck profiles offer the opportunity of utilising soffit fixings for suspending ceilings and services. Soffit fixings, also known as wedge nuts, are available to suit drop rod thread sizes of 6mm, 8mm and 10mm and can support safe working loads of up to 2.0kN (depending on the profile and drop rod size).
To avoid potential localised overloading of the slab, fixings should not be locally grouped; as a general guide, it is recommended that fixings be on a nominal minimum 600mm grid. Design advice for closer groupings should be sought from SMD Technical Team as this will depend on slab depth, profile and other design criteria for the slab.
For further guidance
Refer SMD Website Product Page along with our guidance regarding these products.
For guidance on historical deck profiles - Our blog post provided guidance when identifying key characteristics for older versions of our deck profiles.

Note: Soffit fixings are only to be installed/loaded after the concrete slab has gained specified design strength.
R51+ V-Nut Fixing

TR60+ and TR80+ Wedge Nut Fixing

Refer Lindapter website for TR+ Service Fixing
Refer Lindapter website for R51+ Service Fixing
Installation of Service Fixing
Availability
Wedge nuts for all our floor deck products are available from Lindapter International Ltd. The wedge nut product names for our profiles are as follows:
Other Options for Suspended Loads
Other fixings and proprietary anchors are also available. These should be used in accordance with fixing manufacturers guidance. The approval of such fixings should be sought from the project structural engineer. Where the load to be suspended exceeds the wedge fixing recommendation, ensure the load does not exceed the slab design capacity before considering any alternative options.
Where bolting through the slab is proposed:
There are two primary methods for suspending lightweight ceiling and services loads from the underside of structural roof deck. These are:


For both of the above soffit fixing methods, the load being suspended must not exceed the lesser of i) the maximum UDL allowable for the profile when considered with all other loads being applied to the sheeting and ii) the pull-out resistance of the proprietary fixing or stitching screws (when using a Unistrut system).
To avoid local overloading, it is recommended that hangers are spaced at centers no closer than alternate ribs of the profile, providing the load to be suspended is within the acceptable UDL for the profile and span.
For more information on proprietary fixings for hangers, See nVent regarding their Caddy range and www.unistrut.co.uk
For any queries relating to a specific soffit type fixing, or load, contact the SMD Technical Team.