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RC Wall design loads

8 REPLIES 8
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Message 1 of 9
rioja
590 Views, 8 Replies

RC Wall design loads

Hi Rafal and Arthur

The loads are not transferred to the RC wall module

The walls are calculated for ACI 318 parameters

The calculations for the reinforcement are inclomplete because the loads are absent

Thank you in advance

Marcelo

 

8 REPLIES 8
Message 2 of 9
Artur.Kosakowski
in reply to: rioja

Try to replace the panel (wall) that you defined with number of smaller panels between each of the story (slabs). If they are actually defined like this select and export to the RC Wall design module only one of them at a time.

 

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
Message 3 of 9
rioja
in reply to: rioja

Hi Arthur

Thanks, I split the walls in "story pieces", but with no change in the transfer

 

The same panels saved as a substructure, added new loads,

the loads are transferred (NMQ) ok

 

I have do another example and it works for vertical, horizontal and inclined panel, also with perpendicular loads

and it works

 

Message 4 of 9
Artur.Kosakowski
in reply to: rioja

Attach the model please.



Artur Kosakowski
Message 5 of 9
rioja
in reply to: Artur.Kosakowski

Please see the attached link

 

http://we.tl/UrVXkJl2UN

 

Message 6 of 9
Artur.Kosakowski
in reply to: rioja

As far as I can see there is some issue with the definition of simple load cases most likely due to the fact that their natures have been defined according to LRFD rather than ACI regulation. The easiest seem to generate manual combinations according to the ACI rules and use them in the RC Wall design module.

 

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
Message 7 of 9
rioja
in reply to: rioja

Hi Artur

Thanks for your time and advice

The problem persist the loads are transferred and visible in the wall-load pattern layout

Selecting one, n or all combinations takes no affect on calculations

Regards

Marcelo

Message 8 of 9
Artur.Kosakowski
in reply to: rioja

Try these steps:

 

1. Set ACI 2002 regulation file in Job Preferences

2. Create 12 new load cases that corresponds to the ones you have in the file (mind to select subnature for live load cases) e.g. 100, 110, 120 ...900, 1000, 1100, 1200

3. Open load table on the edit tab and change load cases for the defined loads replacing 1 with 100; 2 with 200,...11 with 1100, 12 with 1200

4. Delete load cases 1 to 12

5. Renumber new load cases (this is not necessary but you may want to go back to the 1 to 12 numbers)

6. Delete old code combinations

7. Generate new ones

 

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
Message 9 of 9
Artur.Kosakowski
in reply to: rioja

Corrected in Robot 2016.

 

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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