Autodesk Robot Structural Analysis

[#1]

What is a best practice to model column head in Robot?

I know some:

1. Make hole in plate and insert plate with another thickness
2. Select FE and define plate with new thickness
3. Use rigid links

Also, I’m trying to use FE thickness variable along line, but it very no handy.

[#2]

As you wrote . Or if this is only for punching check add this info in the RC Slab Design module only.

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[#3]

Topic good.

You can tutorial step 3: use rigid link.

I is attachment file.

[#4]

[#5]

HI. thank you.

But why show slab Punching????????

Thank agian

[#6]

This approach is not intended for verification of the punching. In such case you should decide on one of these instead:

• Make hole in plate and insert plate with another thickness
• Select FE and define plate with new thickness
• Or if this is only for punching check add this info in the RC Slab Design module only

In addition make sure you defined either a 'real' column (bar) under a slab or a support with the determined size (advanced properties of the support) and you do not have any beam in this location. This is necessary for the correct detection of the punching verification points.

[#7]

Thank you is reply.

Can you give me an example of "Or if this is only for punching check add this info in the RC Slab Design module only".  ???????????????

[#8]

Here you are

[#9]

THanks

You can send modol for me???.

Please .......

Thanks.