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While this modeling decision is at the discretion of the engineer, we generally recommend including the rigid zones over column objects.

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Related Incidents:

  • Incident 46769:
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*Related Incident:* * {incident:no=46769|comment=
  • SAFE punching shear question
}

How do I eliminate the negative moment at the face of walls?

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Results may be further improved by decreasing the maximum mesh size.

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Related Incidents:

  • Incident 47572:
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*Related Incident:* * {incident:no=47572|comment=
  • Negative Moment at the face of the walls
}