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mmmibrahim
Posts: 2
Registered: ‎10-13-2012
Accepted Solution

RC column design - design combination

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10-13-2012 04:05 PM

In robot structure analysis, RC column design, column-note:

Please clarify why the sum value of the loads table (2.4) does not matching the internal  forces  results from  the design combination (2.5.1).

Regards

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Distinguished Contributor
refaat
Posts: 121
Registered: ‎09-17-2012

Re: RC column design - design combination

10-13-2012 11:53 PM in reply to: mmmibrahim

 I suposed that all the values in table (2.4) are (unfactored values) once u factored them u will get the same results.

try with (N) but concerning the moments take care that the vaules in table (2.4) are calcluated at column ends (top & bottom). pls , have a look to ARSA help .

 

Thanks

Refaat

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New Member
mmmibrahim
Posts: 2
Registered: ‎10-13-2012

Re: RC column design - design combination

10-14-2012 12:40 AM in reply to: refaat

I used the load factors according to shown combination equation, also all the forces values are at the top of column (sections A), still not matching.

 

thanks

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Distinguished Contributor
refaat
Posts: 121
Registered: ‎09-17-2012

Re: RC column design - design combination

10-14-2012 12:57 AM in reply to: mmmibrahim

Hi

 

D.C = 1.20(6.17)+1.20(0.66)+1.20(1.76)+1.0(0.86)-1.0(0.87)=10.298 tf

 

Thanks

Refaat

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