Metal Roofing Basics for Non-Specialists

Metal roofing is not a secondary cladding decision — for stadiums, airports, exhibition halls and industrial plants with spans exceeding 60 metres, it is the primary structural-envelope choice. Understanding the system types, material grades and engineering details prevents procurement mistakes that are expensive to correct after installation.

  • Hanart Engineering Blog
  • 8 October 2026
  • 5 field photographs
Field Notes

Photographs from the Programme

Real Hanart site and factory photography — the discipline described below, seen in the field.

Glass-clad block topped by a metal roof structure
Glass-clad block topped by a metal roof structure
Arc-shaped building with a dense grid glass facade across a plaza
Arc-shaped building with a dense grid glass facade across a plaza
Aerial view of a sports park with a stadium and wave-form roofs
Aerial view of a sports park with a stadium and wave-form roofs
Aerial view of large glass domes on open ground
Aerial view of large glass domes on open ground
Corner of a white perforated-panel facade
Corner of a white perforated-panel facade

The Engineering View

Why metal roofing dominates large-span buildings

Concrete and tile roofing become structurally inefficient when column spacing exceeds 12 metres. The self-weight of a conventional concrete roof slab runs 250–400 kg per square metre, requiring heavy trusses, deep beams and expensive structural steel. A standing seam aluminium roof weighs 3–8 kg per square metre — two orders of magnitude lighter — which means the primary structure can be designed for the live load, not the dead load.

The economic implication is direct: for a 50,000 m² stadium roof, the steel saving from switching to metal roofing typically exceeds 800 tonnes. At current international steel prices, that is a structural cost reduction of USD 1.2–1.6 million before the roofing material itself is priced.

The three main system types

Every metal roofing specification begins with a choice among three attachment philosophies. The wrong choice is not a detail — it determines the waterproofing strategy, the thermal movement accommodation and the maintenance liability for the building's entire service life.

Engineering considerations that separate success from failure

Metal roofing is a weatherproofing system, not a decoration. The engineering details determine whether the roof performs for 50 years or requires replacement after 15. Five areas demand attention during design and procurement.

Stage by Stage

  1. Standing seam — the weatherproof standard

    Standing seam roofing uses continuous panels with upturned edges that are folded together with a mechanical seaming machine, creating a continuous watertight rib that runs from ridge to eaves. The seam height is typically 38–65 mm, and the fold is either a single lock (90-degree) or a double lock (180-degree) depending on rainfall intensity and wind uplift requirements.

  2. Screw-fix — the cost-driven choice

    Screw-fix panels are attached directly through the face of the panel into the substrate with self-drilling fasteners. The fastener head is covered by a colour-matched cap or a factory-applied washer. The system is the cheapest to purchase and the simplest to install: a crew with minimal training can achieve acceptable results.

  3. Concealed-fix / clip-lock — the aesthetic compromise

    Concealed-fix systems hide the fasteners within the side joint between panels, giving the visual cleanliness of standing seam with the installation simplicity of screw-fix. The panel edge is profiled with a hook that engages a concealed clip on the substrate, and the next panel locks over it to hide the attachment.

  4. Drainage design

    Metal roofing requires a minimum slope of 1:40 (1.5 degrees) for standing seam and 1:20 (3 degrees) for screw-fix and concealed-fix systems. Below these gradients, water pools at seams and laps, accelerating corrosion and increasing the risk of capillary ingress. For large roofs, internal gutters and downpipes must be sized for the 100-year rainfall intensity, not the average. A 50,000 m² roof in a tropical climate generates 2,500 litres of runoff per minute during peak rainfall. Undersized gutters overflow at the eaves, and the water enters the building through the wall-roof junction.

  5. Wind uplift

    Large-span roofs — stadiums, airport terminals, exhibition halls — create internal suction zones that amplify wind uplift by 30–60% compared to conventional building forms. The edge zones and corners of a roof experience the highest uplift pressures, often exceeding 3.0 kN/m² in design wind speeds of 40 m/s. Every clip, fastener and seam in these zones must be tested to the project-specific wind load, not a generic catalogue value. Hanart's practice is to specify clip density at 300 mm centres in edge zones and 450 mm centres in field zones, with pull-out testing witnessed by the structural engineer before production.

Specifications & Standards Referenced

  • Standing seam
  • Screw-fix
  • Concealed-fix
  • AlMgMn
  • Galvalume steel
  • Titanium-zinc
  • Copper

Traceability & Sources

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