u/listurgh

Hey guys. On site this morning, anchors looking a little off to me. Brick mounted anchors on double brick wall with about a 100mm gap between outer and inner bricks.

Thoughts? Happy to go off them? They’re all unavoidably pulled in tension which is also a concern.

Options to replace the anchors with floor mounted anchors in the concrete substrate on the roof, but boss hates spending money.

Let me know your thoughts. Cheers.

Boss seems to think grade 4.6 steel is suitable for anchorage, I think otherwise. Cant find much in the AUS standards that dictate what quality of steel is needed. Anchor for reference.