| IPE 80–120 | 80–120 mm | Light secondary beams, framing, supports, platforms, and small access structures. | EN 10365 for dimensions and mass; EN 10034 for dimensional and shape tolerances; EN 10025-2 for hot-rolled non-alloy structural steel. | S235JR, S275JR, S355JR or equivalent grades specified by the design engineer. | EN 10204 inspection certificate, normally Type 3.1; heat number traceability; dimensional inspection report; chemical and mechanical test results. | Section height, flange width, web and flange thickness, straightness, surface condition, and mass per metre. | Confirm minimum order quantity and availability because smaller sections may have less consistent mill-stock availability. |
| IPE 140–180 | 140–180 mm | Light to medium floor beams, roof members, bracing frames, and general building construction. | EN 10365; EN 10034; EN 10025-2. Welding requirements may also require EN 1011-2 guidance. | S235JR for general loading; S275JR or S355JR where higher yield strength is required. | Type 3.1 certificate, product declaration where applicable, heat traceability, and test reports for tensile properties and impact requirements. | Flange parallelism, web alignment, rolling defects, edge damage, and compliance with permitted mass and tolerance limits. | Request cut-length tolerances and bundling details before ordering; clarify whether saw cutting or flame cutting is included. |
| IPE 200–240 | 200–240 mm | Typical floor joists, roof beams, industrial platforms, mezzanines, and moderate-span frames. | EN 10365; EN 10034; EN 10025-2. Structural design is commonly checked using EN 1993-1-1. | S275JR, S355JR, S355J0, or S355J2 depending on design temperature and impact requirements. | EN 10204 Type 3.1 certificate; chemical composition; yield strength, tensile strength, elongation, and Charpy impact results where specified. | Actual cross-section dimensions, camber, twist, weldability-related chemistry, and surface discontinuities. | For welded structures, verify carbon equivalent values and the required execution class with the fabricator or engineer. |
| IPE 270–330 | 270–330 mm | Medium-span beams, transfer members, industrial floors, warehouse frames, and heavier roof structures. | EN 10365; EN 10034; EN 10025-2. Fabricated structural components may fall under EN 1090-1 requirements. | S355JR, S355J0, S355J2, or other specified structural grades subject to design calculations. | Type 3.1 certificate; heat and batch traceability; ultrasonic testing if contractually required; coating or preservation records where applicable. | Flange and web thickness, straightness, local buckling-related dimensions, lamellar tearing risk, and lifting damage. | Confirm transport length, bundle weight, loading limitations, and whether additional non-destructive testing is included. |
| IPE 360–450 | 360–450 mm | Heavy floor beams, long-span roof systems, crane-support structures, and major industrial framing. | EN 10365; EN 10034; EN 10025-2. Design checks commonly reference EN 1993-1-1 and, where relevant, EN 1993-1-8 for joints. | S355J0 or S355J2 are frequently selected when higher strength or impact toughness is required. | Type 3.1 certificate; impact test results at the specified temperature; traceability plan; dimensional report; NDT records if required. | Residual stress indicators, surface cracking, flange/web geometry, straightness, and handling-related deformation. | Obtain a confirmed rolling schedule and production lead time; heavy sections may require mill-direct procurement rather than stock purchase. |
| IPE 500–600 | 500–600 mm | Large-span structures, transfer beams, heavy industrial buildings, infrastructure support frames, and high-load applications. | EN 10365; EN 10034; EN 10025-2. Project-specific fabrication may require EN 1090-1 conformity assessment. | S355J2 or a higher-strength grade only when approved by the structural designer and supported by the applicable standard. | Type 3.1 or Type 3.2 certificate when independent inspection is contractually required; full traceability; impact, tensile, chemical, and dimensional reports. | Ultrasonic quality when specified, lamellar tearing susceptibility, flange thickness, straightness, lifting points, and end squareness. | Use a detailed purchase specification covering length, tolerance class, testing level, marking, packing, and delivery conditions. |
| IPE A / IPE AA | Lightweight IPE variants with reduced mass compared with standard sections of similar depth. | Weight-sensitive frames, renovation work, modular structures, and applications where reduced dead load is beneficial. | EN 10365 identifies the relevant dimensions and nominal masses; verify the exact section designation and tolerance requirements before purchase. | S235JR, S275JR, or S355 grades subject to availability and engineering approval. | Type 3.1 certificate; dimensional report confirming the specific lightweight section; chemical and mechanical results; traceability documentation. | Correct section designation, flange and web thickness, mass per metre, local distortion, and compatibility with connection details. | Do not substitute with a standard IPE section solely by nominal depth; confirm section properties, resistance, and connection geometry. |
| IPE with S355 Grade | Available across several standard sizes | Higher-load beams where the design benefits from greater yield strength than a typical S235 grade. | EN 10025-2 defines S355 structural steel requirements; section dimensions and tolerances follow EN 10365 and EN 10034. | S355JR, S355J0, and S355J2. The suffix indicates different impact-test temperature requirements. | Type 3.1 certificate with grade and subgrade clearly stated; impact results where applicable; weldability and chemical composition data. | Grade marking, carbon equivalent, impact toughness, weld preparation, and verification that design strength matches the ordered grade. | State the exact subgrade, delivery condition, and test temperature; “S355” alone may be insufficient for procurement. |
| IPE for North American Projects | Selected by metric section designation and project design. | Projects using metric European sections, international fabrication, or mixed-standard structural packages. | Use EN 10365 and EN 10025-2 for the IPE product; ASTM A6/A6M and ASTM A572/A572M apply only when the project specification calls for ASTM products or grades. | Use the grade required by the governing design code; do not assume direct equivalence between EN and ASTM grades without engineering approval. | Mill certificate, heat traceability, chemical and mechanical testing, country-of-origin information, and any project-required third-party inspection. | Section properties, nominal mass, tolerances, grade identification, and compliance with the project’s governing code. | Require a written cross-standard acceptance from the engineer; dimensional similarity does not prove structural equivalence. |
| Fabricated or Cut-to-Length IPE | Any standard IPE section and specified length | Prepared beams with drilled holes, welded plates, mitre cuts, end plates, coping, or protective coating. | Base material: EN 10365, EN 10034, and EN 10025-2. Fabrication quality may require EN 1090-1 and the applicable execution class. | Grade must match the approved design and welding procedure. | Base-material certificate; fabrication drawings; welding procedure and welder qualification records where relevant; inspection and coating reports. | Cut accuracy, hole position, weld size and quality, distortion, coating thickness, marking, and final dimensions. | Issue approved drawings and inspection plans before production; clarify responsibility for design, fabrication, and site modifications. |