Steel Building Terminology Cheat Sheet

📘 About This Cheat Sheet

This comprehensive reference guide covers essential terminology for Pre-Engineered Metal Buildings (PEMB) and Light Gauge Steel Frame (LGSF) construction. Each component includes detailed definitions, functions, and visual diagrams to enhance understanding for estimators, engineers, and construction professionals.

🏭 METAL BUILDING COMPONENTS

Main Frame Structure Assembly

Foundation COLUMN COLUMN RAFTER RAFTER RIDGE PURLIN (Roof Support) GIRT GIRT GIRT EAVE STRUT ROD BRACING Connection Point

Component Legend:

 
Columns: Primary vertical support members
 
Rafters: Primary sloped roof members
 
Purlins: Secondary roof framing (horizontal)
 
Girts: Secondary wall framing (horizontal)
 
Eave Strut: Roof-to-wall transition member
 
Bracing: Lateral stability system (diagonal)

Main Frame

The primary structural system consisting of columns and rafters
Columns: Vertical I-beam or built-up sections that transfer all roof loads to the foundation. Typically spaced 20-30 feet apart.
Rafters: Sloped or horizontal beams spanning between columns. Form the roof profile and support all secondary framing.
Function: Bears all primary loads (dead, live, wind, snow, seismic) and defines building shape

Purlins

Horizontal secondary framing attached to rafters
Z-shaped or C-shaped cold-formed steel members running parallel to building length. Attached perpendicular to rafters, typically spaced 4-6 feet on center.
Function: Support roof panels, distribute roof loads to rafters, provide lateral bracing

Girts

Horizontal secondary framing attached to columns
Similar to purlins but for walls. C-shaped or Z-shaped members running parallel to building length, spaced 4-6 feet on center vertically.
Function: Support wall panels, provide lateral stability to columns, resist wind loads

Eave Strut

Structural member at roof-wall intersection
Heavy-duty C-shaped or custom-formed member at the eave line. Connects both roof and wall systems at this critical junction point.
Function: Supports both roof and wall panels, provides connection point for purlins/girts, crucial for structural integrity

Rod/Cable Bracing

Diagonal tension elements for lateral stability
Steel rods (typically 5/8" to 1" diameter) or cables installed diagonally in roof and wall planes. Creates X-bracing or single diagonal patterns.
Function: Resists lateral forces (wind/seismic), prevents building racking, transfers loads through triangulation

Flashing & Trim

Metal closure and weatherproofing components
Includes ridge cap, eave trim, corner trim, base trim, door/window trim. Typically 26-gauge pre-finished steel matching panel color.
Function: Weatherproofing at joints and edges, finished appearance, protects against water infiltration

Wall & Roof Panel Assembly

WALL PANEL (Corrugated Metal) BASE TRIM CORNER TRIM ROOF PANEL (Standing Seam) RIDGE CAP EAVE TRIM ● Fasteners

🔩 LIGHT GAUGE STEEL FRAME (LGSF)

LGSF Wall Frame Assembly

BOTTOM TRACK (U-Channel) C-STUD KING STUD WINDOW OPENING HEADER/LINTEL Cripple TOP TRACK (U-Channel) STRAP BRACING 16" O.C. (typical)

LGSF Component Legend:

 
C-Studs: Vertical wall framing members
 
Tracks: Top and bottom horizontal channels
 
King Studs: Full-height studs at openings
 
Header: Load-bearing member over opening
 
Strap Bracing: Diagonal lateral resistance

C-Studs

Vertical C-shaped structural wall members
Cold-formed steel studs with C-shaped cross-section. Common sizes: 2½", 3⅝", 6" depths with 16, 18, or 20 gauge thickness. Typically spaced 16" or 24" on center.
Function: Resist vertical loads, provide substrate for finishes (drywall, sheathing), transfer loads to foundation

Tracks (U-Track)

Horizontal U-shaped top and bottom plates
U-shaped channels matching stud width. Form top and bottom of wall assembly. Studs slide into track during installation and are fastened with screws.
Function: Hold studs in position, distribute loads, provide connection to floors/ceilings

Joists (C-Joists)

Horizontal C-shaped floor/ceiling supports
Similar to C-studs but used horizontally. Common depths: 6", 8", 10", 12" for longer spans. Sized based on span, spacing, and load requirements.
Function: Support floor/ceiling decks, carry live and dead loads, maintain deflection limits

Headers/Lintels

Load-bearing members above openings
Constructed by boxing two or more C-studs back-to-back or using built-up track assemblies. Size determined by opening width and loads above.
Function: Transfer loads from above around door/window openings to king studs

Trusses

Prefabricated triangular roof frameworks
Engineered assemblies of top chord, bottom chord, and web members. Light gauge steel alternatives to wood trusses. Common spans: 20-50 feet residential.
Function: Support roof loads over long spans without interior columns, efficient load distribution

Strap Bracing

Diagonal steel straps for lateral stability
Flat steel straps (typically 1¼" to 2" wide) installed diagonally in wall cavities. Alternative: structural sheathing (OSB, gypsum) provides shear resistance.
Function: Create shear walls, prevent racking, resist wind/seismic lateral forces

LGSF Roof Truss Assembly

TOP CHORD TOP CHORD BOTTOM CHORD WEB WEB APEX CONNECTION BEARING BEARING SPAN (20' - 50' typical residential)

C-Stud & Track Cross-Sections

C-STUD Web Flange Lip U-TRACK Web Flange Flange

⚖️ PEMB vs LGSF Quick Comparison

Characteristic PEMB (Metal Buildings) LGSF (Light Gauge Steel)
Primary Use Industrial, commercial, agricultural Residential, light commercial
Material Type Hot-rolled heavy steel (I-beams) Cold-formed thin steel (C/U shapes)
Typical Thickness ¼" - 1" plate, W-shapes 18-20 gauge (0.033" - 0.048")
Frame System Rigid frame, clear-span Load-bearing walls, closer spacing
Span Capability 40' - 200'+ clear span 15' - 40' between supports
Connection Method Bolted (high-strength) Screwed (#10, #12 self-drilling)
Assembly Speed Very fast (days for frame) Moderate (similar to wood framing)
Typical Spacing Columns: 20'-30' O.C. Studs: 16"-24" O.C.
Design Approach Engineered per project Standardized components
Foundation Pier or continuous, higher loads Continuous, lower loads
Insulation Method Blanket, spray foam between framing Batt in stud cavities, continuous
Cost per SF $ - $$ (varies with span/height) $ - $ (competitive with wood)

📌 Quick Reference

PEMB Primary Components

  • Columns (vertical)
  • Rafters (sloped roof)
  • Purlins (roof secondary)
  • Girts (wall secondary)
  • Eave Strut (transition)
  • Rod/Cable Bracing
  • Wall & Roof Panels
  • Flashing & Trim

LGSF Primary Components

  • C-Studs (vertical walls)
  • Tracks (top/bottom)
  • Joists (floor/ceiling)
  • Headers (over openings)
  • Trusses (roof structure)
  • Strap Bracing
  • King Studs (at openings)
  • Cripple Studs (partial)

Common Gauges

  • 20 ga: 0.0346" (light duty)
  • 18 ga: 0.0478" (standard)
  • 16 ga: 0.0598" (heavy)
  • 14 ga: 0.0747" (structural)
  • 12 ga: 0.1046" (heavy structural)

Typical Spacing

  • PEMB Columns: 20'-30' O.C.
  • Purlins/Girts: 4'-6' O.C.
  • LGSF Studs: 16" or 24" O.C.
  • LGSF Joists: 12"-24" O.C.
  • Roof Trusses: 24" O.C. typical

🎯 Key Terms Summary

O.C. (On Center): Measurement from the center of one member to the center of the next

Gauge: Thickness measurement for steel (smaller number = thicker)

Clear Span: Distance between supports with no interior columns

Lateral Bracing: Components resisting horizontal (wind/seismic) forces

Secondary Framing: Members supported by primary frame (purlins, girts)

Cold-Formed: Steel shaped at room temperature (LGSF)

Hot-Rolled: Steel shaped at high temperature (PEMB)

Eave: Lower edge of roof where it meets the wall

Ridge: Highest point of the roof

King Stud: Full-height stud adjacent to door/window opening

Cripple Stud: Partial-height stud above/below opening

Shear Wall: Wall designed to resist lateral forces

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