Beveridge Building
Inspections

Trusses landing on walls not built to carry them

Where roof load lands decides whether walls and ceilings crack.

Beveridge 3753 · 2026-05-12

In short: A truss resting on a non-load-bearing wall sends load where the design never intended. It is one of our major Beveridge frame findings.

Load-bearing or not

Every internal wall is designed one way or the other. Non-load-bearing walls are built lighter and are meant to have a gap under the trusses above.

What we recorded

Trusses and joists sitting directly on a non-load-bearing wall on a Beveridge frame, reported as a major item.

What follows

The wall can deflect, ceilings can crack along the line and the roof load reaches the slab somewhere it was not designed to.

Related roof items

Roof bracing not bent onto the top plate, valley boards with no end support and slack strap bracing were found on the same series of Beveridge frames.

The fix

Usually packing removed and proper clips fitted so the truss is free of the wall. The truss designer or engineer should confirm.

Written by our local inspection team from work carried out in Beveridge. Licensed building practitioners, Building & Plumbing Commission registration CDB-U 53425.

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FAQ

Questions Beveridge owners ask about this

Can I see this myself?

Look for trusses touching the top of internal walls that the plans show as non-load-bearing. It is easier with the plans in hand.

Does plaster hide it?

Yes. After lining it is invisible until cracking appears.

Who confirms the fix?

The truss fabricator or the engineer, with our follow-up inspection recording it.

Is strap bracing related?

It is a separate item, but both are about the frame resisting loads as designed.

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