Internal force results of monolithic solution for the first stage are as follows. As an example, 11th floor P45 shearwall is used. In this shearwall, which is the upper section element, only the results of the first stage will be used in determining the internal forces based on the design.
Results obtained from the solution where the upper and lower ends of the columns are hinged for the first stage.
The analysis results of the upper section for P1, which is one of the 2nd basement floor core shearwall branch, are as follows.
Both the first and the second stage results are used to determine the design essential internal forces in the basement floor elements. This subject will be detailed in the section on the calculation of internal forces based on design.