In the attached autocad file, you can see the anchored cold scissors basic section. What needs to be done to create the right model of this foundation? My thoughts: 1. The socket part is defined as a polygon column and the lower ampart part is defined as a raft foundation 2. To define both the socket part and the ampart part as a raft foundation 3. To define the socket part as a polygon column and ampart part as a singular foundation 1. In the case, the polygon column bar model is modeled A single load can be given for the floor and the floor can be secured with only column punching. In terms of equipment placement; The reinforcement placement did not inspire confidence, as it was defined as a column. In case 2, although 2 raft foundations do not pose a problem in terms of load transfer to each other, reinforcement placement is problematic. In your opinion, what kind of way should be followed while creating a model? Can Idecad provide suitable solutions and drawings for such structures? Thank you.