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Reinforcement concrete slab

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85778RSAPRO_2012_0F
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Reinforcement concrete slab

Hello,

 

1. I like to use reinforcement with characteristic yielding stress as 550 MPa. I can find just 500 MPa. How can I change the reinforcement type?

 

2. My case is a reinforcement slab sitting directly on columns. The negative moment above the columns is being bigger when I choose fine mesh and smaller when I choose coarse mesh. How can I choose the mesh size? and is the negative moment above the column is realistic?  

 

Thanks

 

Waleed Khalid

Waleed Khalid
1 REPLY 1
Message 2 of 2

1. I like to use reinforcement with characteristic yielding stress as 550 MPa. I can find just 500 MPa. How can I change the reinforcement type?

 

http://forums.autodesk.com/t5/Robot-Structural-Analysis/Provided-Real-Reinforcement-Bar-Diameter-Lis...

 

2. My case is a reinforcement slab sitting directly on columns. The negative moment above the columns is being bigger when I choose fine mesh and smaller when I choose coarse mesh. How can I choose the mesh size? and is the negative moment above the column is realistic?  

 

http://forums.autodesk.com/t5/Robot-Structural-Analysis/Finite-element-mesh-size/m-p/3752226

 

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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