Q2. The short column shown in the figure below will be subjected to an eccentric load causing uniaxial bending about the Y axis. Material strengths are f,-420 MPa and f= 22MP.. Construct the nominal strength interaction curve for this column, calculating no fewer than 20 points, including those corresponding to pure bending, pure axial thrust, and balanced failure. 50 cm 6632 25 cm X 6.6 cm 6.6 cm

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A: Solution: The force vector F and uOA:

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A:

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A:

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