In the final paper on the topic "Calculation of a statically indeterminate beam", the calculation of a given line beam was performed using the force method and the displacement method. The introductory part includes a short description and division of line beam. This is followed by a section where the methods of solving statically indeterminate problems are described, namely the force method and the displacement method. For both methods, a simple example of a statically indeterminate line beam is taken, and the solution procedure is shown. The static indeterminate beam was explained and solved 3 times using the force method, after which the internal force diagrams were obtained. Then followed the solving of the same given line beam by the displacement method, which is kinematically indeterminate twice, and then the diagrams of internal forces were shown. This was followed by the verification of the results using the 2D Frame Analysis application, where the matching of the results from the program with the results from the calculation is also visible. The cross-section of the line beam is dimensioned and the distribution of normal and shear stresses along the height of the cross-section is shown.