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- Mon May 22, 2023 6:32 am
- Forum: OpenSeesPy
- Topic: End forces for elasticBeamColumn with a point load
- Replies: 0
- Views: 9770
End forces for elasticBeamColumn with a point load
Hello, Can someone please explain to me why I see the following results, or highlight what I have done wrong in my model. Thanks in advance, Nic Below is a simple model of an elasticBeamColumn element to illustrate my problem. The element supported at each end by a fixed support and I have modelled ...