I'm still having trouble applying the end moments. I have tried to apply them as plate point moments and node moments, and in different load cases. When I view the results in the load case containing only the moment there the model ignores the moment and there is no stresses in the beam. I have...
Thank you for your feedback.
How does the model look now?http://files.engineering.com/getfile.aspx?folder=1df62937-7e90-4c59-bbb6-72e43a1c3626&file=200UC59.5_engtips.st7
Thanks. I have attached the file.
I have modeled the beam using plate elements.http://files.engineering.com/getfile.aspx?folder=1003d780-2bd3-487b-b7fc-8475c967c24e&file=Beam-column.st7
Hi,
I am trying to model a beam-column in Strand7 that is simply supported, and has applied compressive axial load and equal and opposite end moments at each end.
After I run the linear static analysis I get the warning 6 (Node force/moment component at node xxxx is ignored) for each of the...
