View source for 4.4 - Lateral restraint and diaphragm action

Metal deck may also be used as lateral restraint to stabilise the beams against lateral torsional buckling during construction (where the deck spans perpendicular to the beam) and, through diaphragm action, to stabilise the building as a whole by transferring wind loads back to the walls or columns (where designed by the structural engineer).


Deck is typically fixed to the beam flange using either powder (‘shot-fired’) or gas-actuated nails.  Where fixings are required to resist lateral forces in accordance with BS EN 1993 or BS5950-1, the more robust Hilti X-ENP19 shot-fired nail (or similar approved) is recommended.


The safe working shear resistances (per nail) are indicated in the tables below, these are based on the Nrec design values published by Hilti that consider a partial safety factor of 1.5 (variable) and a partial resistance factor (γm) of 1.25 for the fastening – '''Note''': In some instances the value differs depending on the decking gauge used.


'''Table 4.4a & 4.4b Safe Working Shear Resistances'''

Figures for each profile are based on maximum fixing spacing over intermediate beams as mentioned in Section [[4.6 - Fixings]].


[[File:4.4a Table (V9).png|400px|link=]]   [[File:4.4b Table (V9).png|400px|link=]]   [[File:4.4c Table (V9).png|400px|link=]]


Refer to '''[http://www.steelconstruction.info/index.php?title=Special:ImagePage&t=Sci+p360.pdf SCI Publication 093]''' and SCI Advisory Desk Note AD 175, BS EN 1993 or BS5950-9 for more information


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