Recent content by morebrick

HPA’s work is usually better than this. It’s so drab!

Those slabs must be post tensioned too I would imagine. There’s some huge overhangs there.

I was walking past this development the other day and I have a question for those who are informed or have experience with this - if I’m lucky maybe we have a structural engineer or architect around? I noticed that in the podium, the ground level columns don’t align with the demising walls of...