Fabricated Carbon Steel Panel With Truss Bridge Span and Triangular Lattice Web Members

Chord member section modulus and diagonal web member connection plate bearing area are the two structural governing callouts for a truss bridge span; chord section modulus controls mid-span deflection under distributed load, while connection plate bearing area at each web-to-chord node determines whether joint stress stays within the design limit under peak load. Jiangsu Juli Intelligent Machinery (Fenhu Economic Development Zone, Suzhou, Jiangsu) fabricates this carbon steel truss bridge span with triangular lattice web members via CNC milling, gantry milling, and ISO 3834-qualified welding, with chord section dimensions, web member connection plate positions, and overall span camber produced per your drawing tolerances. ISO 3834, ISO 9001, VDA 6.1, ISO 14001, and ISO 45001 certification at Juli's Suzhou facility (close to 30,000 m²) governs structural weld qualification for construction, railway, and transportation infrastructure truss applications. End markets span automotive, aerospace, and medical equipment. Supply chord section dimensions, web member specification, connection plate layout, and steel grade with your enquiry. For an estimate from our suzhou office.