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Steel Frame Modeling in Sap 2000
What were your deflections in the x-direction? If they were unreasonably large then your beam-column connections may be modeled incorrectly (i.e. you have moments released on the elements) or the steel is simply too weak in flexure. If your deflections are small check to make sure your lateral...- rrm1266
- Post #2
- Forum: Moment Frame & Shear Wall engineering
