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Design of core wall by using robot

16 REPLIES 16
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Message 1 of 17
JIHADTM
5555 Views, 16 Replies

Design of core wall by using robot

Kindly, I need the methodolgy of using robot for design of core wall

16 REPLIES 16
Message 2 of 17
Artur.Kosakowski
in reply to: JIHADTM

Assuming you want to calculate reinforcement there are two options:

 

1. Use RC Panels Reinforcement module

2. Use RC Wall reinforcement module (currently available codes are BAEL, EC2 and ACI).

 

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 17
stroxy
in reply to: Artur.Kosakowski

Is shear wall design for EC2 now enabled in Robot?

Message 4 of 17
Artur.Kosakowski
in reply to: stroxy

Yes, it is for French NAD.

 

NF EN.PNG

 

 



Artur Kosakowski
Message 5 of 17

 

Hello Artur

 

 

 

 

 

"Assuming you want to calculate reinforcement there are two options:

 

1. Use RC Panels Reinforcement module

 

   - How will I view the reinforcement maps for the walls?

 

2. Use RC Wall reinforcement module (currently available codes are BAEL, EC2 and ACI)."

 

 

 

 

 

Message 6 of 17
Rafal.Gaweda
in reply to: saclovitzky

RAmon

 

 

1. Use RC Panels Reinforcement module

 

   - How will I view the reinforcement maps for the walls?

 

The same as for panels \ slabs required reinforcement module \ maps.

 



Rafal Gaweda
Message 7 of 17
stroxy
in reply to: Rafal.Gaweda

I think I might have asked this question before, but does one  group the core walls by stories or is the core wall group the whole stack (i.e. over multiplie stories)?

Message 8 of 17
Rafal.Gaweda
in reply to: stroxy

As far as I understood you correctly - define core walls as a whole stack (but each wall not as a one panel - several panels from story to story level)

 

http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Core-walls-results/m-p/3446505/highlight/tru...



Rafal Gaweda
Message 9 of 17
stroxy
in reply to: Rafal.Gaweda

Thanks, If I understand correctly, the core wall is defined by selecting all the panels making up the core wall (eg. C-, or L- shaped) over multiple levels and defining all these as 1 core wall 

Message 10 of 17
Rafal.Gaweda
in reply to: stroxy

Exactly !



Rafal Gaweda
Message 11 of 17

Core wall.JPG

Hi,

there I intent to use ROBOT result to deign core wall manually.

my question:

about the value of the moment WMX &WMY based in which coordinate should be considered.

OR shall I considered big value for major axis for the wall?

as I got some un explanation value

 

Tags (1)
Message 12 of 17

Hi,
Is there a way in robot to provide reinforcement for a whole corewall, not for each wall of it separately?

Message 13 of 17

Hi @ramy_habchi


Is there a way in robot to provide reinforcement for a whole corewall, not for each wall of it separately?

 

No, there is no such option in Robot.

 

If I managed to answer your question(s) press the Accept as Solution button please. This will help other users to find solution(s) much faster. Thank you.

 



Artur Kosakowski
Message 14 of 17

Hi @muthana.hashimi

 

about the value of the moment WMX &WMY based in which coordinate should be considered.

 

The results for core walls are in the global coordinate system.

 

If one or more of these posts answered your question, please click Accept as Solution on the posts that helped you so others in the community can find them easily.

 

 

 



Artur Kosakowski
Message 15 of 17

Hello!

 

ROBOT isn't giving me reactions for this core wall. It is the only core wall group where there's no result shown.

1.JPG2.JPG

Message 16 of 17

HI @DaneRei.Abranilla 

Share zipped model for verification.



Krzysztof Wasik
Message 17 of 17

Hello!

 

I think this has been resolved. What I did was attach the core wall to the slab above by reducing the opening size so3.JPG there's a very slim wall pier connecting the two.

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