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Rigid Frame High Rise

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Mbrooke

Electrical
Joined
Nov 12, 2012
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If you were payed to do so, or at least asked about- how would 1,500 foot tall rigid steal frame supper tall design compare in regards to steel usage? Roughly speaking, what is the optimal column spacing from a strength, stiffness and sway perspective?
 
That's the nice thing about an infinite length of string... you can cut it in half, and it's still as long...

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?

-Dik
 
233x233 feet wide at the base. Typically a building of this size is constructed as a core and tube or segmented tubes to maximize space and steel savings. I apologies about making such an odd inquiry.
 
Well you need the core anyway.. why would you not use that for lateral stability?

In terms of column grid spacing, anywhere from 6-8m is usually good for most buildings. Architect/client may push for more depending on specific use.
 
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