I am modeling a compact tension shear specimen in ANSYS. How do I apply the loads (since in the actual model the load is applied through the pins)? What are the boundary conditions?
The image of the specimen is attached for reference.
You can also estimate the equivalent forces (horizontal and vertical) in pins. The sum of vectors P1 + P2+P3 should be equal P (value and direction). From the static point of view it will be the best solution - also the sum of the moment should be equivalent. In my opinion on the left pin veritcal, middle - horizontal, right vertical.