Hi there,
I am new to STAAD. I have modeled a simple cantilever with a point load at the free end. I have modeled the other end Fixed But MX, MY. I am getting warnings that says structural instability in MX, MY. Since there is no load in the model that would cause moment in MX or MY, I wonder why that warning is being generated. Can anyone please help me?
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Thank you,
Pradeep
