Instability problem type 3 on slabs

Instability problem type 3 on slabs

Anonymous
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Instability problem type 3 on slabs

Anonymous
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Hi ,

I have a problem in results. I checked the forum for type 3 instability problem but I could not solve the problem. I designed a Turning Building in robot. Only slabs are turning for 3 degrees. According to forum I changed the tolarence limit to 1 mm as user. But it only effects to have the same problem with an another node number. How can I solve this problem or can I ignore it ? Thank you.

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