Deflection analysis of a beam subjected to action of concentrated force at the various conditions on the edges

The interval of beam cross-section coordinates where beam can have the maximal deflection is investigated in dependence of the support conditions. Comparison of obtained results was conducted and it is found that mentioned interval is the largest in the case of fixed edges and is one-third the length of the beams around the mid-point. The essentially nonsymmetrical system of concentrated forces under action of which the beam gets almost symmetrical deflection is built.