Design of core wall by using robot

Design of core wall by using robot

Anonymous
Not applicable
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16 Replies
Message 1 of 17

Design of core wall by using robot

Anonymous
Not applicable

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

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Accepted solutions (1)
6,072 Views
16 Replies
Replies (16)
Message 2 of 17

Artur.Kosakowski
Autodesk Support
Autodesk Support
Accepted solution

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
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Message 3 of 17

stroxy
Advocate
Advocate

Is shear wall design for EC2 now enabled in Robot?

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Message 4 of 17

Artur.Kosakowski
Autodesk Support
Autodesk Support

Yes, it is for French NAD.

 

NF EN.PNG

 

 



Artur Kosakowski
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Message 5 of 17

saclovitzky
Collaborator
Collaborator

 

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)."

 

 

 

 

 

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Message 6 of 17

Rafal.Gaweda
Autodesk Support
Autodesk Support
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
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Message 7 of 17

stroxy
Advocate
Advocate

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)?

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Message 8 of 17

Rafal.Gaweda
Autodesk Support
Autodesk Support

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
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Message 9 of 17

stroxy
Advocate
Advocate

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 

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Message 10 of 17

Rafal.Gaweda
Autodesk Support
Autodesk Support

Exactly !



Rafal Gaweda
Message 11 of 17

Anonymous
Not applicable

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

 

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Message 12 of 17

Anonymous
Not applicable

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

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Message 13 of 17

Artur.Kosakowski
Autodesk Support
Autodesk Support

Hi @Anonymous


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
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Message 14 of 17

Artur.Kosakowski
Autodesk Support
Autodesk Support

Hi @Anonymous

 

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
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Message 15 of 17

DaneRei.Abranilla
Explorer
Explorer

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

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Message 16 of 17

Krzysztof_Wasik
Autodesk Support
Autodesk Support

HI @DaneRei.Abranilla 

Share zipped model for verification.



Krzysztof Wasik
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Message 17 of 17

DaneRei.Abranilla
Explorer
Explorer

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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