

Roll formed roofing and wall cladding are building envelope products manufactured by progressively bending coated steel strip through a series of contoured rollers to create repeating profile shapes. The finished panels provide weather protection, structural diaphragm action, and architectural appearance for industrial, commercial, agricultural, and residential buildings. Nearly all modern metal roofing and wall cladding profiles are produced by roll forming rather than press braking or folding, because roll forming delivers consistent geometry at high production rates and allows profiles to be cut to length on the line.
Cladding profiles are defined by their cross-section shape (trapezoidal, corrugated, or standing seam), base steel grade and coating system, profile pitch and depth, effective span capacity, and fastening method. These parameters together determine the structural capacity, weather tightness, thermal performance, and service life of the installed system.
Roll formed cladding profiles fall into three principal families, each with distinct geometry, spanning capability, and installation method. Within each family, manufacturers offer proprietary profile designs with specific rib height, pitch, and stiffening features.
Trapezoidal (trapezoid rib) profiles are the most common roll formed cladding type worldwide. The profile consists of flat pan sections alternating with trapezoidal ribs that provide bending stiffness. Rib height typically ranges from 15 mm to 200 mm, with popular industrial profiles at 32–45 mm for wall cladding and 45–140 mm for roofing. Trapezoidal profiles are fixed through the pan or crest using self-drilling screws with neoprene washers.
Corrugated profiles feature sinusoidal or rounded wave shapes with regular pitch. Traditional corrugated iron uses a nominal pitch of 76 mm (3 inch) with a depth of approximately 18 mm. Modern deep corrugated profiles extend rib depth to 25–35 mm for improved spanning. Corrugated sheets are lightweight, suitable for curved applications (barrel vaults, arched roofs), and are fixed through the crest or valley depending on regional practice.
Standing seam profiles have vertical or near-vertical ribs (seams) that stand above the flat pan area. Panels interlock at the seam using a clip system or mechanical seaming tool rather than exposed fasteners. Rib height ranges from 25 mm to 65 mm. Standing seam systems provide superior weather tightness and are specified for low-pitch roofs (down to 1° or 1:60 gradient) and architectural applications where exposed fasteners are unacceptable.
| Family | Rib Depth (mm) | Pitch (mm) | Fixing Method | Min Roof Pitch | Typical Application |
|---|---|---|---|---|---|
| Trapezoidal | 32–140 | 150–400 | Exposed screws through pan or crest | 3°–5° | Industrial roofing, wall cladding |
| Corrugated | 18–35 | 76–200 | Screws through crest or valley | 5°–7° | Agricultural, residential, curved roofs |
| Standing seam | 25–65 | 200–600 | Concealed clips; mechanical seam | 1°–3° | Commercial, architectural, low-pitch |
Roll formed cladding is produced from pre-coated steel coil. The base steel grade determines structural capacity; the coating system determines corrosion resistance and appearance life. Three coating types dominate the market: hot-dip galvanized (GI), pre-painted galvanized (PPGI/PPGL), and aluminum-zinc alloy coated (AZ/Galvalume).
| Grade Designation | Standard Reference | Yield Strength (MPa) | Typical Thickness (mm) | Application |
|---|---|---|---|---|
| G250 / G300 | AS 1397 (Australia) | 250–300 | 0.42–0.60 | Non-cyclonic roofing and wall cladding |
| G450 / G500 | AS 1397 | 450–500 | 0.42–0.80 | High-wind cyclonic regions; wider spans |
| G550 | AS 1397 / EN 10346 S550GD | ≥ 550 | 0.42–0.60 | Cyclonic regions; high-strength purlin-spaced roofs |
| S220GD–S350GD | EN 10346 | 220–350 | 0.45–0.80 | European and Asian roofing/cladding |
| DX51D–DX54D | EN 10346 | 140–260 | 0.40–0.70 | Forming-grade base for pre-painted products |
| Coating | Composition | Coating Mass | Service Life (rural) | Characteristics |
|---|---|---|---|---|
| GI (Zinc) | Hot-dip zinc | Z100–Z350 (g/m²) | 15–40 years | Economical; standard for industrial buildings |
| PPGI (Pre-painted) | Zinc + organic paint (PE, SMP, HDP, PVDF) | Z120–Z275 base + 15–35 μm paint | 15–30 years (depends on paint system) | Wide color range; factory-applied finish |
| AZ (Aluminum-Zinc / Galvalume) | 55% Al, 43.4% Zn, 1.6% Si | AZ100–AZ200 (g/m²) | 25–45 years | Superior cut-edge protection; longer life |
| PPGL (Pre-painted AZ) | Al-Zn + organic paint | AZ100–AZ150 base + paint | 25–40 years | Best combination of corrosion and appearance |
Pre-painted coil (PPGI/PPGL) is the dominant feedstock for roll formed cladding in markets where color and finish consistency are required. The paint system must be compatible with roll forming: the organic coating must withstand bending over rib radii as small as 1t without cracking or flaking. Polyester (PE) paint systems suit moderate forming; PVDF (fluoropolymer) systems offer superior UV resistance for tropical and high-altitude exposure.
Profile geometry determines the spanning capacity of roll formed cladding between purlins (roof) or girts (wall). Key geometric parameters are rib depth, rib pitch, pan width, and the number of ribs per sheet width.
| Parameter | Definition | Typical Range | Effect on Performance |
|---|---|---|---|
| Rib depth (h) | Height of trapezoidal or corrugation rib | 32–140 mm (roof); 15–45 mm (wall) | Primary driver of section modulus and span capacity |
| Rib pitch (p) | Center-to-center distance between adjacent ribs | 150–400 mm | Affects number of ribs per sheet; stiffness per unit width |
| Pan width | Flat area between ribs | 100–350 mm | Determines screw spacing and foot traffic area |
| Cover width | Effective width after side lap overlap | 600–1,000 mm | Determines sheet count per building width |
| Overall width | Total sheet width including overlap | 750–1,100 mm | Coil width requirement for roll forming |
| Profile | Depth (mm) | Thickness (mm) | Grade | Max Span (m) | Load Case Reference |
|---|---|---|---|---|---|
| Trimdek (trapezoidal) | 32 | 0.42 | G550 | 0.9–1.2 | AS 1562.1, wind category N1–N3 |
| Klip-Lok (standing seam) | 39 | 0.48 | G550 | 1.2–1.8 | AS 1562.1, continuous span |
| Custom Orb (corrugated) | 22 | 0.42 | G300 | 0.6–0.9 | AS 1562.1, single span |
| Longspan (trapezoidal) | 140 | 0.60 | G550 | 2.4–4.0 | AS 1562.1, heavy industrial |
| Minimode (trapezoidal wall) | 18 | 0.42 | G300 | 0.8–1.0 (girt span) | AS 1562.1, wall cladding |
Span values are indicative and depend on wind classification, purlin connection type (single span vs continuous), screw pattern, and edge distance. Manufacturer span tables should be consulted for project-specific design.
Roll formed cladding attachment methods vary by profile family. Trapezoidal and corrugated profiles use self-drilling screws; standing seam profiles use concealed clip systems. Fastener selection affects weather tightness, thermal movement accommodation, and pull-out resistance under wind uplift.
| Fastener Type | Material | Size | Pull-Out Force (N) | Application |
|---|---|---|---|---|
| Self-drilling screw (steel purlin) | Carbon steel, zinc plated or coated | #12–#14, 25–65 mm long | 3,000–8,000 | Fix cladding to steel purlins/girts |
| Self-drilling screw (timber) | Carbon steel, zinc plated | #12–#14, 50–75 mm long | 2,000–5,000 | Fix cladding to timber battens |
| Standing seam clip (fixed) | Aluminum or stainless steel | Profile-matched | Per clip design | Fixed point; no thermal movement |
| Standing seam clip (sliding) | Aluminum or stainless steel | Profile-matched | Per clip design | Sliding point; accommodates thermal expansion |
| Rivet (secret fix) | Aluminum or stainless steel | 4.8–5.0 mm diameter | 1,500–3,000 | Secret-fixed trapezoidal profiles |
Trapezoidal roofing typically requires screws at every rib at purlin intersections, with a minimum of 4 screws per sheet per purlin line for wind categories up to N3. Cyclonic regions (C1–C4) require increased screw density and higher pull-out capacity. Standing seam systems use clips at 300–600 mm centers along each purlin, with a ratio of approximately 1 fixed clip to 4 sliding clips to accommodate thermal expansion of long panel runs.
Roll formed cladding design is governed by regional building standards that specify load combinations, deflection limits, fastener requirements, and minimum pitch. The following table lists principal standards by region; these are representative examples rather than an exhaustive global list.
| Region | Cladding Design Standard | Steel Material Standard | Scope |
|---|---|---|---|
| Australia / NZ | AS 1562.1:2018 | AS 1397 | Design and installation of sheet roof and wall cladding; profiles, fasteners, underlay, flashing |
| Australia / NZ | AS/NZS 1170.2 | — | Wind loads for determining design uplift and pressure |
| Europe | EN 14782 | EN 10346 | Self-supporting metal sheet roofing; requirements and test methods |
| Europe | EN 508-1, EN 508-2 | EN 10346 | Roofing products from metal sheet; specifications and test methods |
| USA | IBC / ASCE 7 | ASTM A653, A792 | Building code wind loads; coated steel sheet specifications |
| USA | FM Global Data Sheets | ASTM A653 | Commercial roofing approval; uplift resistance testing |
| China | GB/T 12755 | GB/T 2518, GB/T 14978 | Color-coated steel plate for building; galvanized base |
AS 1562.1:2018 is the primary reference for roll formed cladding design in Australia and New Zealand. It specifies maximum deflection limits (typically span/120 under serviceability loads for roofing), minimum end lap lengths (150 mm for trapezoidal profiles), side lap requirements, and fastener corrosion protection levels matched to the building environment category (Category 1 rural through Category 4 severe marine/industrial).
Roll formed cladding is produced on dedicated profiling lines that unwind coated steel coil, form the profile through 12–24 roll stands, and cut to length. Production parameters directly affect profile accuracy, surface quality, and line throughput.
| Step | Station | Function | Key Parameters | Quality Check |
|---|---|---|---|---|
| 1 | Decoiler | Hold and pay off steel coil | Coil ID 508/762 mm; brake tension | Coil weight, width, surface condition |
| 2 | Feed guide | Guide strip into forming section | Strip centerline alignment | Edge damage inspection |
| 3 | Pre-punch (optional) | Punch drainage holes, fixings slots | Punch pattern per profile drawing | Hole position and burr check |
| 4 | Roll forming stands | Progressive bend to final profile | 12–24 stands; roll gap per schedule | Profile template; leg dimensions |
| 5 | Post-curl (optional) | Form stiffening edge curls | Roll position for pan stiffeners | Stiffener height measurement |
| 6 | Flying shear / cutoff | Cut panel to ordered length | Length ±2 mm; squareness ±1 mm/m | Length gauge; end squareness |
| 7 | Stacker | Collect and bundle finished panels | Stack height; interleave paper if painted | Surface damage check; bundle count |
| Parameter | Typical Value | Notes |
|---|---|---|
| Line speed | 15–40 m/min | Higher for simple profiles; lower for deep ribs and pre-painted material |
| Number of roll stands | 14–22 | More stands for deeper profiles and tighter radii |
| Bend angle per stand | 3°–8° | Lower per-stand angle reduces paint cracking on PPGI |
| Minimum bend radius | 1t–2t (paint surface) | Depends on paint system; PVDF allows tighter radii than SMP |
| Roll material | GCr15 or D2, chrome-plated | Mirror polish for pre-painted; prevents surface marking |
| Panel length range | 1,000–15,000 mm | Longer panels require run-out tables and overhead stacking |
Pre-painted coil requires particular attention to roll surface finish and forming speed. Scratches or marking from rough roll surfaces are permanent because the organic coating cannot self-heal. Rollers for PPGI lines are typically hard-chrome plated and mirror-polished, with a clearance of 0.3–0.5 mm above material thickness to avoid over-compression at rib roots.
| Building Type | Profile | Grade | Thickness | Coating | Technical Requirement |
|---|---|---|---|---|---|
| Industrial warehouse | Trapezoidal 45–70 mm | G300/G450 | 0.42–0.48 | AZ150 or PPGI | Single span to 1.5 m; screw-fixed; roof pitch ≥ 5° |
| Cyclonic region shed | Trapezoidal 32 mm | G550 | 0.48 | AZ150 | Enhanced screw pattern; cyclone-rated purlins |
| Commercial office | Standing seam 25–38 mm | G550 | 0.48–0.60 | PPGL (PVDF) | Concealed fix; low pitch to 1°; thermal clips |
| Agricultural barn | Corrugated 22 mm | G300 | 0.42 | GI Z275 | Simple fix; curved capability for arched roofs |
| Clean room / food facility | Trapezoidal secret-fix | G300 | 0.60 | PPGI (HDP) | No exposed fasteners; washable surface; coved corners |
| Residential garage | Corrugated or trapezoidal | G300 | 0.42 | PPGI | Color match; minimum pitch 5°; gutter integration |
Wall cladding applications typically use shallower profiles (15–35 mm rib depth) fixed horizontally or vertically to girts. Horizontal installation requires profiles with stiffened pans to prevent oil-canning (visible pan deflection between girts). Vertical installation is common for architectural projects and allows longer panel lengths without end laps.