Beam$-$Column Design

Given: An ulumate factored axial load of $1,000k$ and an ultimate factored moment of $1,400k-ft.$ Concrete strength is $4000$ psi and steel yield strength is $60$ksi. The minimum required concrete cover is provided for the reinforcing steel.

Find:

A$)$ Design a square tied column with bars on four faces. Choose an appropriate tie size and spacing. Draw a cross$-$section of the column showing bar and tie layout. Show work

B$).$ Using the appropriate interaction diagram, what is the maximum concentric, pure axial load that your column can take?