North Stand Construction Discussion

I have seen a few over the years. Including student projects and enthusiast attempts. None (that I have seen at least) that were beyond a basic concept, hence my slight hesitance whenever someone suggests there is an oven ready scheme in place.
I dont recall anyone stating that there has been an 'oven ready' scheme in place.

Can you post examples ?
 
Why is it that different from the hotel building downstand beams out of interest? The cantilever looks a similar distance.
The slab edge is stepping out in two directions on the Commercial building, we didn't have this on the hotel. We have corbels on the side of the columns as well as the cantilever beams......it makes a very interesting fixing detail for quite a lot of large diameter bars to interface with each other supporting the columns and floors above1736156285921.png
 

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