Rigid frames, endwall columns, purlins and girts engineered and fabricated under one roof — cost-effective in material, quick to erect and finished to look the part.
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Overview
Interior rigid frames, endwall bearing or rigid frames and endwall wind columns carry the building, with roof purlins, wall girts and wind bracing tying it together. Roof monitors, mezzanines, canopies, fascias, parapets and framed openings are engineered in as subsystems rather than added afterwards.
Interior bays at 7.5–8.5m.
6m or less, by-pass girts.
The ideal pitch; any slope possible.
Specifications
Building width is measured outside eave strut to outside eave strut; length is the sum of all bay lengths.
INTERIOR BAY
6–10m
Most economical at 7.5–8.5m
END BAY
6m or less
With by-pass endwall girts
EAVE HEIGHT
up to 30m
Base plate to eave strut
PURLIN SPACING
1500mm
600mm at the ridge
Gallery
FAQ
The most common interior bay lengths in the PEB industry are 6, 7.5, 8, 9 and 10m, and the most economical range is 7.5–8.5m. For maximum economy keep the interior bays equal, hold end bays to 6m or less and use by-pass endwall girts.
Ready when you are
Send us your building width, bay spacing and eave height — we'll engineer and quote the frame.
