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Core wall results/ Reduced results

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Stilie87
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Core wall results/ Reduced results

I have a 4 story building wich is exposed to seismic loads.

 

I have defined shearwalls/Stiffening walls as core walls to directly retrieve forces relative to ULS/SLS and ACC.

 

Are not these loads supposed to be excactly the same in diagrams for buldings and the reduced forces in tab form?

 And when you choose acc code combinations does robot pick the combination wich has the largest loads?

 

 

 

 

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Rafal.Gaweda
in reply to: Stilie87

It is one of goals for future development.


Rafal Gaweda

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