dear friends,
i am analysing one steel face plate.
i am confused in boundary conditions.
Face plate used to carry 1700 kgs weight plates for drillingoperation.
i gave this 1700 kgf as a normal force on top of the face plate.
base is fixed.
i got 10 mm deflection.
this is unacceptable for my customer.
please help me to find boundary condition for this problem.
SolidworksSimulation