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