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09-06-2021
09:43 AM
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I have a simply supported beam, and I'm trying to apply a axial load to simulate the wind load. In reality this beam is connected to another beam and the wind load will be transferred to it as an axial load. But now, I only want to analysis this beam, not the one it is connected to. How should I apply the axial load correctly?
I don't think I can apply it to the end nodes as the loads will just go into the support. I tried to apply it at the middle but then half of the beam is in compression while the other half in tension. Figure 1 shows the axial loads I want to apply, and Figure 2 shows the load I tried to apply but obviously not the right way...
Figure 1
Figure 2
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