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due to the monolithic nature of concrete construction all reinforced concrete columns are designed to resist axial load and some amount of bending moment weve already talked about it how as the bending moment increases the axial capacity of the column will decrease for instance a column with small amounts of bending moment will be able to support larger amounts of compressive force and a column with a large amount of bending moment will be able to support smaller amounts of compressive axial force failure in any concrete column can occur in a variety of ways columns with the large axial compression force will fail by crushing but other columns that have a large bending moment are likely to fail with the tension steel yielding therefore any particular reinforced concrete column can have a variety of capacities which reflect the certain combination of axial compression force on it along with the bending moments that are on that column in this regard the ACI strength design method is st