STRUCTURAL

Portal Frame

Rigid-jointed beam-column frame giving large clear-span column-free space

Also calledrigid framegable frameindustrial shed framePEB frame
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CODES
Definition

A portal frame is a structural frame of columns rigidly connected to a beam or rafter so that the joints transmit moment, giving the assembly its lateral stability and enabling large, clear, column-free spans. The classic single-bay pitched-roof steel portal is the workhorse of industrial sheds, warehouses, factories and large halls; multi-bay and multi-storey rigid frames extend the concept.

In steel (IS 800) portals are usually designed plastically — the frame is proportioned so plastic hinges form at the eaves and apex/mid-span at the collapse load, an efficient use of material; haunches are added at the moment-rich eaves. Pre-Engineered Building (PEB) construction is essentially optimised tapered-member portal framing. Design must address sway stability, lateral-torsional buckling of rafters/columns, haunch design and base-fixity assumptions; RCC portal frames (for tanks, subways, hangars) follow IS 456 frame analysis.

Where used
  • Industrial sheds, warehouses + factories
  • Pre-Engineered Buildings (PEB)
  • Aircraft hangars + large clear-span halls
  • RCC portals for subways, hangars + tanks
  • Column-free retail + assembly buildings
Acceptance / threshold
Steel portals designed per IS 800 (elastic or plastic), with sway stability, member + lateral-torsional buckling, haunch + base-fixity checks; RCC portals per IS 456 frame analysis + detailing.
Frequently asked
What is a portal frame used for?
To provide large clear, column-free internal spans — the standard structural system for industrial sheds, warehouses, factories, hangars and large halls, including pre-engineered buildings.
Why are steel portal frames designed plastically?
Because proportioning the frame so plastic hinges form at the eaves and apex at the collapse load uses the material very efficiently, giving lighter, economical long-span frames, with haunches strengthening the high-moment eaves region.
Related terms