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Please refer to the diagram attached.
I am trying to work out the peak stress and deflection of a vertical member in a simple steel frame.
I know that the vertical member will be subjected to a buckling stress, but I'm unsure as to whether the moment about O caused by the cantilevered forces F1 and F2 will result in an additional bending stress in the vertical member.
What is the peak stress in the vertical member (as a function of F1, F2, x, y and it's moment of area I)?
What is the peak deflection? Does it occur at the top of the vertical member due to a bending moment or is it near the center due to the first buckling mode?
Thanks in advance.
I am trying to work out the peak stress and deflection of a vertical member in a simple steel frame.
I know that the vertical member will be subjected to a buckling stress, but I'm unsure as to whether the moment about O caused by the cantilevered forces F1 and F2 will result in an additional bending stress in the vertical member.
What is the peak stress in the vertical member (as a function of F1, F2, x, y and it's moment of area I)?
What is the peak deflection? Does it occur at the top of the vertical member due to a bending moment or is it near the center due to the first buckling mode?
Thanks in advance.