Indonesia Conference Directory

Abstract. The work of square column is felt easier than the work of round column, on the implementation. The work is both on reinforcement assembly and when making formwork. However, the comparison of the strength of the two cross sections of the column still has to be proven. The column cross-sectional area and the reinforcement area are made equal to compare the strengths both in terms of the nominal axial resistance nominal and the nominal moment resistance. The analysis was carried out in the short column and in the slender column, with reference to SNI 2847: 2013. Based on the results of the analysis it was found that the round column produces the nominal moment resistance greater than the square column with the same compressive force. The graph interactions depictions of the round column greater than square columns.