Sample Shearwall Internal Force Results (Second Stage)
![](../__attachments/1141768491/104.png?inst-v=f19fc7cc-758e-4997-b5f0-444a3286777e)
The second stage, monolithic and articulated solution internal force results are as follows. As an example, 2nd basement floor P1 core shearwall is used. In this shearwall, 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.
![](../__attachments/1141768491/e6.png?inst-v=f19fc7cc-758e-4997-b5f0-444a3286777e)