Robot Structural Analysis

## Robot Structural Analysis

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Posts: 514
Registered: ‎09-29-2009
Message 1 of 10 (354 Views)

354 Views, 9 Replies
06-22-2012 01:07 AM

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.

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Product Support
Posts: 3,645
Registered: ‎12-17-2010
Message 2 of 10 (350 Views)

# Re: Column head

06-22-2012 01:10 AM in reply to: Romanich

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

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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Distinguished Contributor
Posts: 122
Registered: ‎08-03-2012
Message 3 of 10 (301 Views)

# Re: Column head

10-02-2012 08:48 PM in reply to: Artur.Kosakowski

Topic good.

You can tutorial step 3: use rigid link.

I is attachment file.

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Product Support
Posts: 3,645
Registered: ‎12-17-2010
Message 4 of 10 (290 Views)

# Re: Column head

10-02-2012 11:33 PM in reply to: A.wikipedia

Artur Kosakowski
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Posts: 122
Registered: ‎08-03-2012
Message 5 of 10 (283 Views)

# Re: Column head

10-03-2012 12:05 AM in reply to: Artur.Kosakowski

HI. thank you.

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

Thank agian

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Product Support
Posts: 3,645
Registered: ‎12-17-2010
Message 6 of 10 (276 Views)

# Re: Column head

10-03-2012 12:17 AM in reply to: A.wikipedia

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.

Artur Kosakowski
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Distinguished Contributor
Posts: 122
Registered: ‎08-03-2012
Message 7 of 10 (272 Views)

# Re: Column head

10-03-2012 01:04 AM in reply to: Artur.Kosakowski

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".  ???????????????

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Product Support
Posts: 3,645
Registered: ‎12-17-2010
Message 8 of 10 (265 Views)

# Re: Column head

10-03-2012 01:29 AM in reply to: A.wikipedia

Here you are

Artur Kosakowski
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Posts: 122
Registered: ‎08-03-2012
Message 9 of 10 (262 Views)

# Re: Column head

10-03-2012 01:32 AM in reply to: Artur.Kosakowski

THanks

You can send modol for me???.

Thanks.

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Product Support
Posts: 3,645
Registered: ‎12-17-2010
Message 10 of 10 (253 Views)

# Re: Column head

10-03-2012 01:46 AM in reply to: A.wikipedia

Artur Kosakowski
Please use plain text.

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