steel column fixed between two supports. The steel column has a diameter d = 10 mm, a height h = mm, a density of p = 8000 kg/m3 and an elastic modulus ? = 210 GPa. Complete the following: a) Draw a free-body diagram describing the problem. Clearly label/identify all unknown forces and moments.

b) Write the governing equations that should be used to solve for all unknown reaction forces. Be sure to include all unknown variables in your equations.

c) Calculate the reaction forces

d) Determine the location y value at which the normal stress in the column is zero.

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