What is the difference between cold-formed and hot-rolled steel design?
Standards & Codes
Hot-rolled steel profiles (W, HEB, IPE, ISMB, channels) are formed at high temperature and have thick walls. They are designed using codes like AISC 360, NBR 8800 or Eurocode 3. Cold-formed profiles (C, U, Z, hat, stud) are shaped from thin steel sheets at room temperature — walls are typically 1-6 mm thick. Cold-formed design is governed by AISI S100 (USA), NBR 14762 (Brazil) or Eurocode 3 Part 1-3. The key difference is that cold-formed sections are very slender and prone to local buckling, distortional buckling and lateral-torsional buckling, so the design uses effective width methods or direct strength methods to capture these instabilities. Hot-rolled sections are more robust but heavier per unit of strength. Common applications: cold-formed for purlins, girts, residential framing; hot-rolled for main columns, beams, portal frames.
Key takeaways
- Hot-rolled design traces to the first AISC Specification of 1923; cold-formed design was effectively born in 1946 with the AISI 'Light Gage' Specification, built on George Winter's research at Cornell starting in 1939.
- The core technical split is local buckling: cold-formed thin plates buckle before yielding, so codes use von Karman's effective width (1932), Winter's 1947 calibration, and the Direct Strength Method added in 2004.
- Modern code families pair the two: AISC 360 / NBR 8800 / Eurocode EN 1993-1-1 for hot-rolled, and AISI S100 / NBR 14762 / EN 1993-1-3 for cold-formed.
- Software automates both by running the same finite-element frame analysis, then routing each member to the correct limit-state checks for its fabrication route.
Full guide
Hot-Rolled vs Cold-Formed Steel Design
Step-by-step with figures and sources — 8 min read
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