Q $2$: Design a reinforced masonry column with a nominal dimension of ${24}^{\text{'}\text{'}}{24}^{\text{'}\text{'}}.$ The column height is $25ft$ with masonry assemblage compressive strength of $3000$ psi and grade $60$ steel. The column is loaded at the center point, with an ultimate axial compression load of $100,000lbs.$ Please perform the following

Calculate the maximum and minimum area of longitudinal steel.

Select a suitable longitudinal rebar number and size.

Design the lateral ties achieving the minimum requirements.

Check the minimum axial eccentricities.

Calculate the compressive strength using the code equation with and without considering the buckling.

Calculate the compressive strength using the transformed section method with and without considering the buckling.

Using the first principles and the direct solution to find the ultimate flexural capacity of this column.