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Distinguished Contributor
pevelor
Posts: 105
Registered: ‎12-12-2011

RC Column design

333 Views, 1 Replies
12-13-2012 05:32 AM

Hi

 

I am trying to design some RC columns.

Under results - diagrams, it shows that the column subjected to an axial load of 1242kN in ULS.

2012-12-13_1424_001.png

However, in RC member design the same column and combination gives only 795kN.

2012-12-13_1424.png

Why is there a discrepency here?

 

The file can be downloaded from here:

https://www.dropbox.com/sh/4qvyqsjey8o9o4g/2tTxYxszFF

 

Kind regards

Peder

 

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Distinguished Contributor
pevelor
Posts: 105
Registered: ‎12-12-2011

Re: RC Column design

12-13-2012 07:31 AM in reply to: pevelor

Nevermind, I figured it out myself.

The governing load combination is based the worst combination of axial load and moment.

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