Actually the tension cable stuff is harder for an average person to understand.
On the walkway that failed, I noticed the angled, vertical (sorta) beams between the walkway and the roof were all angled to look like they matched the tall suspension cables. But it sounds like there was little to no strength from all that overhead structure.
So those angled beams were not really angled for 'best use' of a concrete and steel/ tension cable design that sits on each end.
It would be like designing a roof truss of wood (more familiar material to me...) and running the diaganals in the wrong directions. You can do that, but you have to over build and look at the pressure points all differently.....
I am still assuming that, without the overhead cables and mast actually doing anything, they were at least using the walkway floor, and the overhead concrete roofline, and the angled vertical beam backbone, as integral support of the whole thing? Maybe I'm wrong on that too.
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