High speed transport system with a trussed track structure (S), comprising supports mounted on foundation with rail cords 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 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 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 (G) of the structure (S), whereas longitudinal axes of the rod elements , together with longitudinal axes of the rail cords , form triangles with corners in nodes of connection of rod elements and rail cords , 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 . <EOS>