help with Slab reinforcement values

help with Slab reinforcement values

Anonymous
Not applicable
1,098 Views
10 Replies
Message 1 of 11

help with Slab reinforcement values

Anonymous
Not applicable

Hi,

 

I don't understand the value I am getting in my reinforcement graph, the table show different values C25 AND the graph shows D=12 mm at 250 mm can any one help me what should I adopt. picture attached

0 Likes
Accepted solutions (2)
1,099 Views
10 Replies
Replies (10)
Message 2 of 11

Artur.Kosakowski
Autodesk Support
Autodesk Support

reinforcement in zone.PNG

 

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
0 Likes
Message 3 of 11

Anonymous
Not applicable

1- Yes I can see the c20 bars but shall I ignore the 12 *240 appears on the graph or they should be included in my design in addition to the C20 bars  as I set up my design to include only C20 bars .

 

2- something else occurs, I am getting this error message?  how can I get rid of it. (as attached)

 

Thanks

 

 

0 Likes
Message 4 of 11

Artur.Kosakowski
Autodesk Support
Autodesk Support

1. Ignore the values from "maps". They don't correspond to the distribution of reinforcement in zones which is displayed in the way I indicated on the screen capture from my previous answer.

 

2. Check if one of the zones for top reinforcement there is the information that provided reinforcement is smaller than the required one. If not attach the model and indicate which plate (if there is more than one you generated reinforcement for) to look at.

 

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
0 Likes
Message 5 of 11

Anonymous
Not applicable

1- thank you.

 

2- I did check that the provided reinforcement is always larger than the required one in top and bottom of the slab.  I can't attach the model as it is confidential but I can send some photoshoot if that would help.

 

3- Am I able to change the orientation of the reinforcement to span 45 degree from the X or Y coordinate? (my slab is 45 degree from the x coordinate but still robot consider the reinforcement either by X or Y direction. 

 

4- How can I change the bar diameter for each zone separately,  as u can see from the attached paper, all have the same diameter with different spacing.  do I need to do it manually? and how. thanks

0 Likes
Message 6 of 11

Artur.Kosakowski
Autodesk Support
Autodesk Support

 

2- I did check that the provided reinforcement is always larger than the required one in top and bottom of the slab.  I can't attach the model as it is confidential but I can send some photoshoot if that would help.

 

Will you be allowed to send a file "reduced" to the slab in the RC Provided Reinforcement module only (with no model itself)? 

 

3- Am I able to change the orientation of the reinforcement to span 45 degree from the X or Y coordinate? (my slab is 45 degree from the x coordinate but still robot consider the reinforcement either by X or Y direction. 

 

Do you want to do so for the entire panel or its part only?

 

4- How can I change the bar diameter for each zone separately,  as u can see from the attached paper, all have the same diameter with different spacing.  do I need to do it manually? and how. thanks

 

Yes by editing the blue values for diameter and spacing originally assumed for each of the zones.


 



Artur Kosakowski
0 Likes
Message 7 of 11

Anonymous
Not applicable

2- I don't know how to delete the model and keep reinforcemet only .....I will try. 

 

3- I want to rotate the x direction of the whole panel 45 degree just for reinforcement direction. not part of it.

 

4- thanks for the solution. 

0 Likes
Message 8 of 11

Artur.Kosakowski
Autodesk Support
Autodesk Support
Accepted solution

2.

Calculate the provided reinforcement for the panel

Save the file

Switch back to the model

Select and delete the whole structure

Delete it

Save the file under a new name.

Start a new project

Open the file you saved and check if there is no data that you cannot share

If it's OK sen the rtd file

 

 

3.

 

Rotation of  the local X of  a panel panel

 

direction of slab1.PNG

 

Rotation of the reinforcement direction without changing the local X of a panel

 

direction of slab2.PNG

 

Rotation of the panel exported to the RC Provided reinforcement module

 

direction of slab.PNG

 

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
0 Likes
Message 9 of 11

Anonymous
Not applicable

Hi  Artur, 

 

Thanks for your very clear answers.

 

I attach the whole model for you to have a look.  I am still having errors in the reinforcement.

 

Regards

0 Likes
Message 10 of 11

Artur.Kosakowski
Autodesk Support
Autodesk Support
Accepted solution

As the edge of a slab are slightly inclined some bars start or terminate with larger distances to the edges. You can manually edit some of the rebars or check the locations of the reported issues and then decide if you just want to ignore them. 

 

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
0 Likes
Message 11 of 11

Anonymous
Not applicable

Thank you 

0 Likes