This master thesis deals with the load carrying capability of a turbine exhaust case subjected to large imbalance loads. The event is transient dynamic to its nature and displays non-linear features such as plasticity and large deflections. The main result sought is the ultimate load to which structural integrity can be guaranteed. Results are compared between dynamic and quasi-static analyses and the methods are evaluated. The ability to overcome computational difficulties and the solver time are compared between three finite element solvers. Abaqus/Explicit is compared to LS-DYNA in dynamic analysis and Abaqus/Standard is compared to ANSYS in quasi-static analysis. The results show consistency between analysis methods and solvers. LS-DYNA is faster than Abaqus/Explicit and Abaqus/Standard is faster than ANSYS for the simulations performed in this thesis.