High speed transport system with a trussed track structure, comprising supports mounted on foundation with rail cords (3, 4) installed thereon, of at least one main load-bearing member (3 1), and at least one auxiliary load-bearing member (4 1) located at a different level, which contain longitudinally prestressed load-bearing elements (5.1) brought together in a load-bearing structure, whereby the rail cords (3, 4) of main and auxiliary load-bearing members (3 1, 4 1) form a load-bearing structure positioned in extended body and filled with hardening material, whereas the extended body is performed with conjugating rolling surface, whereby the cords (3, 4) of main and auxiliary load-bearing members (3 1, 4 1), with use of fastening components, are connected with each other by zigzag oriented rod elements via plates rigidly fixed on the ends thereof, forming a truss of the structure, whereas longitudinal axes of the rod elements, together with longitudinal axes of the rail cords (3, 4), form triangles with corners in nodes of connection of rod elements and rail cords (3, 4), characterized in that the plates and fastening components are configured to be installed in those nodes with aim of formation, in the load-bearing structure, of transverse force of clamping F n, N, sufficient to guarantee fixing of joined ends P 1 and P 2 of load bearing element (5.1) of longitudinally stressed load-bearing structure, whereby the transverse force of clamping F n, N corresponds to the ratio: 0,1 ≤ F n / F 0 ≤ 0,95, whereby: F 0, N represents the tensile breaking force of fastening component, whereas minimum lateral dimension a, m, of rod elements and their length l, m, are related by the ratio: 5 ≤ I / a ≤ 50, whereby: the plates are configured with feasibility of axial and sidewise displacement relative to load-bearing structure and fastening component due to presence in plates of profiled slotted through holes, the plates of multidirectional rod elements are positioned on the opposite lateral sides of load-bearing element, and in the plate, on the side of load-bearing element, a profiled axial slot is performed which shape corresponds to the shape of the load-bearing element, whereas the length L, m, of plate, is related to the length L k, m, of the end of the joined load-bearing element (5.1), with dependence, determined by the ratio: 2 ≤ L / L k ≤ 5. whereby: F 0, N represents the tensile breaking force of fastening component, whereas minimum lateral dimension a, m, of rod elements and their length l, m, are related by the ratio: 5 ≤ I / a ≤ 50, whereby: the plates are configured with feasibility of axial and sidewise displacement relative to load-bearing structure and fastening component due to presence in plates of profiled slotted through holes, the plates of multidirectional rod elements are positioned on the opposite lateral sides of load-bearing element, and in the plate, on the side of load-bearing element, a profiled axial slot is performed which shape corresponds to the shape of the load-bearing element, whereas the length L, m, of plate, is related to the length L k, m, of the end of the joined load-bearing element (5.1), with dependence, determined by the ratio: 2 ≤ L / L k ≤ 5.