The secondstage, monolithic solution internal force results are as follows. As an example, the S02 column of the 2nd basement floor is used. In this column, which is a lower section element, the results of the first and second stage cases will be used to determine the internal forces based on the design.
Results obtained from the solution where the upper and lower ends of the same column are hinged for the second stage.
It is seen that the shear force and moment values are 0.