• The second stage, monolithic solution internal force results are as follows. As an example, S02 column of 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.

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Sample Shearwall Internal Force Results (Second Stage)