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PEB fundamentals

Anatomy of a PEB – all components in one model

Anatomy of a pre-engineered steel building: primary frames, secondary framing, cladding, accessories and special structures explained part by part.

Mis à jour 4 min de lecture Voir dans le modèle 3D →

Exploded 3D model of a PEB showing rigid frames, endwall framing, purlins, girts, bracing, roof and wall sheeting, gutters, doors and a crane runway
Every component group of a pre-engineered steel building in one 3D model.

Reading a PEB as a system

A pre-engineered steel building is made of a limited number of component families that repeat along the building length. Understanding these families – and how load passes from one to the next – makes it much easier to read a PEB quotation, a set of anchor-bolt and erection drawings, or a bill of materials. This article follows the 3D model on this page from the foundations outwards. Select a component in the model to open its own article.

The components fall into five groups: primary framing, secondary framing, roof and wall cladding, accessories and special structures. The way loads travel through them is described in how a PEB carries loads.

PEB component groups and what they do
GroupFunctionTypical supply form
Primary framingCarries all loads to the foundations; provides the building's shapeWelded built-up members with bolted end plates
Secondary framingSupports cladding, braces frames, transfers wind and longitudinal loadsCold-formed Z/C sections, rods, cables, angles
CladdingWeather-tight envelope, insulation, daylightProfiled sheet, standing seam, sandwich panels
AccessoriesDrainage, ventilation, access, finishing detailsFormed trims, gutters, doors, louvers, ventilators
Special structuresCranes, mezzanines and other add-on loadsRunway beams, brackets, floor framing and deck

Primary framing

The primary frames are the "skeleton" of the building, spaced at the bay spacing (typically 6–9 m) along its length.

Secondary framing

Secondary members span between the frames and give the cladding its support.

  • Purlins – Z or C roof members, usually lapped over the rafters for continuity.
  • Girts – horizontal wall members spanning between columns.
  • Eave struts – the member at the junction of roof and wall, supporting the edges of both claddings.
  • Flange braces – small angles from purlins or girts to the inner flange of the frame, controlling lateral-torsional buckling.
  • Bracing systems – rod, cable and portal bracing that carry longitudinal wind and seismic loads.
  • Sag rods and bridging – restraints that keep purlins and girts straight and stable.
Cross-sections of cold-formed Z purlin, C section and eave strut
Cold-formed Z, C and eave strut sections used for secondary framing.

Roof and wall cladding

Names and abbreviations on PEB drawings

PEB erection drawings use a compact vocabulary. Frames are identified by grid lines – numbers along the length, letters across the width – and members carry piece marks that match the bill of materials. A few terms describe position rather than member type: the end bay is the bay between an endwall and the first interior frame, the braced bay is any bay carrying rod, cable or portal bracing, and an interior bay is any other bay. Girts are by-pass when they run outside the column flanges, or flush (inset) when they are framed between columns so that the wall finish aligns with the column face.

Common abbreviations on PEB drawings (typical industry usage)
AbbreviationMeaningAbbreviationMeaning
RFRigid frameEW / SWEndwall / sidewall
P&BPost-and-beam endwallESEave strut
CS / MSClear span / multi-spanLTLean-to
FFLFinished floor levelEHEave height
ABAnchor boltFOFramed opening
HSBHigh-strength boltSDS / STSSelf-drilling / self-tapping screw
TRC / UHC / MRTop-running / underhung / monorail craneNS / FSNear side / far side
O/OOut-to-out dimensionTYPTypical (applies to all similar locations)

Definitions of the main dimensional terms – steel line, eave height, clear height, bay spacing and roof slope – are in building dimensions and terminology, and the full list of terms is in the PEB glossary.

Accessories and special structures

Accessories complete the envelope and make the building usable:

Special structures are added when the building has to carry more than its envelope: crane runway beams and brackets for overhead cranes, and mezzanine floors for offices or storage above ground level.

World Steel supplies every group shown in the model as one coordinated package, with anchor-bolt plans, erection drawings and a part-marked bill of materials – see WSC pre-engineered buildings.

Normes par région

RégionNormePérimètre
United States MBMA Metal Building Systems Manual 2018Common industry practice and terminology
United States AISI S100-16 (2020)Cold-formed steel design
Canada CSA S136-16Cold-formed steel structural members
Australia / NZ AS/NZS 4600:2018Cold-formed steel structures
Europe EN 1090-4Execution of cold-formed elements for roof, floor and wall applications

Questions fréquentes

What is the difference between primary and secondary framing?

Primary framing is the rigid frames (columns and rafters) that carry the building's loads to the foundations. Secondary framing is the lighter cold-formed purlins, girts and eave struts that support the cladding and brace the primary frames.

Are foundations part of the PEB supply?

Normally not. The PEB supplier provides anchor-bolt layouts and column reactions; the foundations are designed and built by others. Anchor bolts may be supplied with the steel package on request.

Which components are most often added as options?

Insulation, skylights, ridge ventilators, louvers, canopies, mezzanine floors and crane runways are the most common options. Each must be specified before design, because it changes loads on the frames.

What is a braced bay?

A braced bay is a bay that contains the diagonal roof and wall bracing (or a portal frame) that carries longitudinal wind, seismic and crane forces to the foundations. Its location is shown on the erection drawings and it must not be altered without engineering review.

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