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Product Support
Artur.Kosakowski
Posts: 4,980
Registered: ‎12-17-2010

Re: Columns Calculation Note

02-29-2012 07:49 AM in reply to: faisal.aaouatif

I have just noticed that you replaced the files in the different folder than I indicated:

 

Please replace the original files in C:\Program Files\Common Files\Autodesk Shared\Structural\COM\2012\DBAccess

 

replaced files in the directory "C:\Program Files (x86)\Common Files\Autodesk Shared\Structural\COM\2012\DBAccess

 

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Artur Kosakowski
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Mentor
faisal.aaouatif
Posts: 209
Registered: ‎10-08-2011

Re: Columns Calculation Note

03-01-2012 01:34 PM in reply to: Artur.Kosakowski

sorry for the inconveniance but i couldnt find the DBacess directory  in the "C:\Program Files\Common Files\Autodesk Shared\Structural\COM\2012\" folder , so this is why i  used the Program Files (x86) one .... 

anyway (having no time to go further) , im trying to install rsapro2012 in a completly new machine on win7 pro 32 bits

i hope i'll get no problem ....

thanks a lot

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Mentor
faisal.aaouatif
Posts: 209
Registered: ‎10-08-2011

Re: Columns Calculation Note

03-03-2012 09:00 AM in reply to: Artur.Kosakowski

after new installation of rsa2012 things goes ok.

thx

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Mentor
stroxy
Posts: 186
Registered: ‎12-06-2011

Re: Columns Calculation Note

09-18-2012 01:20 AM in reply to: faisal.aaouatif

2.By examining the calculation Note ; i've found these remarks -- please See attachements ::

  2.a Problem in calculation final excentricity

  2.b Very big Moment magnificient coeffient

 


Hi Artur

 

I am having the same issues as above and following the thread, I think the explanation to the issue was somehow lost in the other details.  Could you please comment on that issue specifically?

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Product Support
Artur.Kosakowski
Posts: 4,980
Registered: ‎12-17-2010

Re: Columns Calculation Note

10-01-2012 06:38 AM in reply to: stroxy

Stroxy,

 

Please check your acting axial force vs. the critical force for this column. My assumption is that you it is either very close or above it.



Artur Kosakowski
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Product Support
Artur.Kosakowski
Posts: 4,980
Registered: ‎12-17-2010

Re: Columns Calculation Note

03-31-2014 06:13 AM in reply to: Artur.Kosakowski

7.in the formula computing the rigdity ( EJ )shown at the calculation note ; it seems that the module Ecd is not divided by (1+coeff effective creep). - Is RSA consider that the column isolated even if its a part of hyperstatic structure ? (Reminder : See Eurocode2 - Art5.8.7.2.(4)) [Priority 1]

 

Correct. The request for implementation of Art5.8.7.2.(4)) is added to the wish list.

 

Implemented in Robot 2015.

 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.



Artur Kosakowski
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