As the complex-shaped buildings become a popular trend, researches are needed to embody those twisted and tilted shapes into real structures. The studies on the inclined column and beam connection that appears frequently are not sufficient comparing to those on the normal vertical column and beam connection so that the structural safety and the behavior are not clear yet. In this study, with a help of finite element analysis, the stresses which can occur around the connection are examined and the results will be applied to evaluate the connection capacity. Also, the pre-analysis results will be used in the future experimental studies.