The steelbrace shall be arranged in a V-shape or X-shape configuration over the top of the top chords as specified in the bracing layouts in Clauses 13.2 to 13.4. Steelbrace shall be fixed to each truss in the brace section and to the supports, using a minimum of 30mm x 2.8Ø reinforced-head nails in accordance with the following details:
Typical Spliced Detail
Figure C5-04-12-01
Figure C5-04-12-02
End Fixing Details at Apex
Figure C5-04-12-03
End Fixing Details at Heel, to Top Plate
Figure C5-04-12-04
End Fixing Details at Heel, to Top Plate (alternative)
Figure C5-04-12-05
End Fixing Details at Heel, to Girder Truss
Figure C5-04-12-06
Fixing Details for Cantilevers
Figure C5-04-12-07
Fixing Details for Cut-off or Half Trusses
Figure C5-04-12-08
Fixing Details for Brick-wall Plate
Figure C5-04-12-09
