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Frame systems

Clear-span buildings

Clear-span PEB frames explained: typical spans of 12–60 m, roof slopes, eave heights, design limits and when a column-free rigid frame is the right choice.

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Clear-span PEB with tapered rigid frames spanning the full building width without interior columns
A clear-span rigid frame gives a completely column-free interior.

What a clear-span frame is

A clear-span (CS) frame is the classic pre-engineered building: two rigid frame columns and two rafters joined by moment connections at the knees and ridge, spanning the full building width with no interior supports. The columns and rafters are usually tapered built-up members, deepest at the knee where bending moment is greatest and shallower at the base and towards the ridge.

Most clear-span frames have a symmetrical double-slope (gable) roof. Column bases are normally pinned, which keeps foundations simple; fixed bases are used when drift limits, cranes or tall eaves require extra stiffness. Endwalls are either light post-and-beam framing or, where future extension is planned, a full rigid frame identical to the interior frames.

Diagram comparing clear-span, multi-span, single-slope and lean-to frame types
Common PEB frame types – the clear-span frame is the most widely used.

Typical dimensions

Typical clear-span PEB parameters
ParameterCommon rangeComment
Clear span12–60 mSpans of 80 m and more are feasible but frame depth and weight rise quickly
Most economical spanAbout 20–40 mBeyond this, compare with a multi-span layout
Eave height5–15 mHigher eaves increase wind moments and column size
Roof slope1:10 to 1:201:10 is common for through-fastened roofs; standing seam allows lower slopes
Bay spacing6–9 mWider bays need deeper purlins and girts
Column basePinned (typical) or fixedFixed bases reduce drift but increase foundation size

Dimension conventions – steel line, eave height and clear height – are defined in building dimensions and terminology.

When to choose a clear span

  • Interior columns would obstruct operations: aircraft hangars, sports halls, exhibition spaces, manufacturing lines with moving equipment.
  • Flexible layouts are needed for racking, forklift routes or future changes of use.
  • The building is narrow enough that a single span is economical – roughly up to 40–50 m for typical loads.
  • Overhead cranes must travel the full width; see crane buildings.

Typical applications include warehouses, aircraft hangars, factories, showrooms and indoor sports buildings.

Clear-span variants and options

The basic two-column frame can be adapted in several ways without losing its column-free interior:

Common clear-span frame variants
VariantDescriptionTypical reason
Tapered columns and raftersStandard frame; column narrow at the base, deep at the kneeLowest steel weight with pinned bases
Straight (prismatic) columnsConstant-depth columns, tapered raftersFlush interior walls, racking or cladding against the columns
Fixed-base frameMoment-resisting base plates and footingsCranes, tall eaves, tight drift limits
Low-profile frameVery low roof slope, shallow rafters, often parapetsReduced building volume; see space-saver buildings
Clear span with lean-toLean-to frames attached to one or both sidewallsExtra width at low cost; see lean-to extensions
Clear span with crane or mezzanineBrackets, crane columns or mezzanine framing integratedIndustrial and mixed office/storage use

Two clearances matter to users more than the nominal width: the horizontal clearance between the inside flanges of the columns, and the vertical clearance under the haunch at the column. Both are reduced by deep tapered members, so if racking, doors or vehicles need a specific envelope, state it as a clearance requirement rather than as a building width or eave height.

Design limits and considerations

As span grows, rafter moments increase roughly with the square of the span, so frame weight per square metre rises. Very wide clear spans also bring:

  • Deflection and drift. Vertical rafter deflection and lateral sway at the eave govern many designs, especially with cranes, brittle wall finishes or sprinkler systems; see serviceability and deflection limits.
  • Base thrust. Wide pinned-base frames produce large horizontal reactions at the foundations.
  • Transport. Deep haunch sections and long rafter segments must fit 40 ft containers or flat racks, which limits segment length and depth for export projects.
  • Erection. Long rafters need larger cranes and careful temporary stability.
  • Snow and ponding. In snow regions, drift at parapets and adjacent buildings can govern rafter design.

If a span much above 50 m is being considered, ask the designer to compare it with a multi-span frame. One or two interior columns can significantly reduce frame weight if the layout allows them.

Clear-span buildings from World Steel

World Steel designs clear-span frames to the project's code – for example ASCE 7 and AISC 360, NBC and CSA S16, AS/NZS 1170 and AS 4100, or EN 1991 and EN 1993 – and fabricates the tapered members on automatic welding lines at its Tay Ninh plant. Frame segments are sized for container shipping where required. See primary frame supply and long-span roofs for larger structures.

Normes par région

RégionNormePérimètre
United States AISC 360-22 / AISC Design Guide 25Design of rigid frames with tapered members
Canada CSA S16-19Design of steel structures
Australia / NZ AS 4100:2020Steel structures
Europe EN 1993-1-1Eurocode 3 – frame analysis and member design

Questions fréquentes

What is the maximum clear span of a PEB?

Clear spans of 60 m are routine and 80 m or more are possible, but weight and depth increase quickly. The economical range for typical loads is roughly 20–40 m.

Are clear-span column bases pinned or fixed?

Usually pinned, which keeps foundations small. Fixed bases are used where drift must be limited, for example with cranes or tall eaves, at the cost of larger footings.

When should I use a multi-span frame instead?

When interior columns are acceptable to the operation and the building is wide, typically above 40–50 m. Interior columns shorten the rafter spans and reduce steel weight.

Why is the usable clear height smaller than the eave height?

The haunch at the knee of a clear-span frame is the deepest part of the rafter, often 0.8–1.5 m deep on wide spans. Clear height is measured under this haunch, so it is always lower than the eave height measured at the top of the eave strut.

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