@59markr hang on, I thought Kenny was saying it should be concave, not convex!? That made sense to me as it puts the pan section in tension - if the pan is compressed, it will buckle @ConstructionArt Have I got it right now? Which side of that diagram was the wall?
That closing tip at the end of the video is a pearler, and it makes sense when you think about it.
When we did 598 London Rd. we had to set up a test rig and push the limits of the cladding. And as soon as we did this, everything changed.
Another top tier episode
Thanks Simon. Trying my best!
Fabulous Kenny
Thanks
Convex, not concave. Kenny, you’re a bloody champion!
Thanks Mark 😝.
@59markr hang on, I thought Kenny was saying it should be concave, not convex!? That made sense to me as it puts the pan section in tension - if the pan is compressed, it will buckle
@ConstructionArt Have I got it right now? Which side of that diagram was the wall?
So I just researched concave vs convex… and convex is the correct terminology.
The tension needs to be bowing outward on the wall both vertically and horizontally.
@@ConstructingArt ok that's clear! Thanks Kenny and Mark