HS Code for Steel girders

Steel girders are classified under HS code 7216.32 because they represent primary structural shapes of iron or non-alloy steel that have not been further worked than hot-rolled, hot-drawn, or extruded. This specific code is reserved for I-sections, commonly referred to as girders or I-beams, which possess a height of 80 mm or more. The classification falls within Chapter 72, which covers iron and steel in their basic forms. To qualify for this code, the girders must be made of non-alloy steel; if the steel contains specific alloying elements above the weight thresholds defined in the Chapter 72 notes, it would move to a different heading. The 80 mm height measurement is critical, as it distinguishes industrial-scale structural components from smaller sections used in light manufacturing. These products are typically used as load-bearing members in construction and civil engineering before they are cut to specific lengths or drilled for assembly.

Products Included

• Hot-rolled steel I-beams
• Universal beams (non-alloy)
• Standard I-sections exceeding 80mm height
• Extruded steel girders
• Structural steel sections for framework

Common Misclassification

A frequent point of confusion involves HS code 7308.90. While 7216.32 covers the raw, hot-rolled sections, 7308.90 is used if the girders have been prepared for use in structures—for example, if they have been drilled, bent, notched, or painted. Additionally, girders with a height of less than 80 mm are classified under 7216.10. If the girder is made of stainless steel, it must be classified under 7222.40 instead.

FAQ

What is the HS code for steel girders?

The HS code for hot-rolled iron or non-alloy steel I-sections (girders) with a height of 80 mm or more is 7216.32.

When should I use Chapter 73 instead of 7216.32?

You should use Chapter 73 (specifically 7308) if the steel girders have undergone further fabrication, such as being welded into a specific frame, drilled for bolts, or coated for rust protection, as they are then considered structural components rather than raw materials.