The second loading case, 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 loading and second loading 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 loading case
It is seen that the shear force and moment values are 0.