Skopje is the capital and largest city of North Macedonia, built along the Vardar river, and a city whose structural rules were rewritten after the earthquake of 26 July 1963. It is not the simplest place to put up a large building with a lot of glass in it — and that is precisely what this project asked for.
In Sintar District, Skopje City, we delivered a 5,400 m² industrial plant for a North Macedonian client, completed in February 2021. The building is a Q235 H-section steel frame under a double-slope roof, with the exterior wall handed over as a full glass curtain wall system. It went out as one steel industrial building package: design, steel, roof, glazing system and installation handled by the same team, from the first foundation drawing to the last glazing gasket.

Columns plumbed and braced on the slab — the first frames of the Skopje plant go up.
| Country | North Macedonia |
| Location | Sintar District, Skopje City |
| Building | Industrial plant |
| Floor area | 5,400 m² |
| Primary frame | Q235 H-section steel (GB standard), double-slope roof |
| Exterior wall | Full glass curtain wall system |
| Corrosion protection | EU-specification surface treatment |
| Design service life | 50 years |
| Completed | February 2021 |
The primary frame is national-standard Q235 H-section steel. For a European reviewer, the useful reference is that Q235B sits in the same bracket as S235JR under EN 10025-2 in yield strength, tensile range and chemistry — 235 MPa minimum yield, which is what the section sizes were calculated from. Mill Test Certificates travel with every consignment, so each heat number can be checked against the specification rather than accepted on the grade stamp alone.
The steel was shot-blasted and finished with a corrosion protection system specified to European practice, matched to the environment the building sits in. That coating specification, not the steel grade, is what stands behind the 50-year design service life: in a continental Balkan climate the structure sees wet winters, road salt and summer UV, and the coating system is chosen for that rather than for a factory paint line.
Everything was fabricated to drawing in the factory and bolted on site — the same approach we use on portal frame warehouse projects, scaled up to a plant footprint. Bolted connections also meant the client could take delivery in stages and start erection on the section of slab that was ready first.
A full curtain wall on an industrial building is a decision, not a default, and on this project it was the client’s. Three things follow from it.
The roof works the other way. The double-slope geometry sheds rain and snow to both eaves instead of relying on a flat roof and internal drainage, and it does that without adding height to the mid-span of the structure.
Skopje winters are cold and wet, with snow that can sit on the roof for days. A double-slope roof handles that in two ways: the pitch moves water and meltwater off the surface rather than letting it pond, and the drainage is external and visible, so a blocked outlet shows itself instead of backing up inside a concealed gutter. Snow, wind and rain actions were taken from the project’s structural calculations for the site within the EN 1991 action framework, rather than from a generic regional figure.
This is the part of the design that Skopje forces you to take seriously. The 1963 earthquake destroyed most of the city and started the code lineage that now runs through Eurocode 8, which North Macedonia formally adopted as a national standard in September 2020 (Official Gazette No. 211) with its own national annex and seismic zoning. This plant was delivered shortly after, so the structural calculations were prepared to EN-based actions so the client’s reviewing engineer could verify them against the applicable national provisions.
For a glazed building, the seismic question is not only the frame. A curtain wall is a non-structural skin; the design work is in the joints that let the frame move without loading the glass. Frames were braced in both directions, and the façade supports were detailed to accommodate inter-storey drift so that movement goes into the connections instead of into the panes.
Corrosion protection was specified the way a European project office expects to see it: surface preparation, coating system and dry-film thicknesses matched to the corrosivity category of the site, documented so the client’s engineer can check the specification against the delivered product. Alongside that, the project was run to satisfy both the Chinese national standard for fabrication and the European CE requirements the client’s engineers worked to.
The sequence on site followed the logic of the building — everything that can scratch or break goes in last.

A truck-mounted crane sets a rafter while the crew works the connection from a scissor lift.
Columns were plumbed and braced in pairs, then rafters were lifted one frame at a time and bolted at the ridge and haunches. Secondary framing — purlins, girts and the bracing that ties the system together — followed the frames, and the roof was sheeted so the interior was dry before the façade works started.

Frame complete and secondary steel going in, before any cladding or glazing arrives on site.

Wall build-up going onto the girts from a mobile platform.
Glazing is the last trade on a job like this, and it is also the longest-lead item in the package — glass for a curtain wall should be released for production as soon as the structural drawings are frozen, not after the frame is standing.

Roof sheeting and the curtain wall advancing together on the front elevation.
One logistics point that shapes the schedule: North Macedonia is landlocked. Containers discharge at a Greek port and travel the last few hundred kilometres by road, so pack sizes and crate order matter more than they would on a port-side site — crates should come off the truck in erection order, not in shipping order.

Completed front elevation — the full-height glazing the brief was built around.

The finished plant from the approach road.
The building was completed in February 2021 and has been in industrial use since.
On every project in this market, a handful of items decide the schedule more than steel tonnage does:
In engineering terms, yes: Q235B corresponds to S235JR under EN 10025-2 on yield strength, tensile range and chemical limits, and Mill Test Certificates are provided with every shipment. Acceptance for permitting is decided by the locally licensed engineer who verifies the design, which is why the calculation package is prepared to EN-based actions from the start.
Yes. Our engineering team works to the EN 1990–1998 framework, with snow, wind and seismic inputs taken from the project’s site data. Final verification for the building permit is performed by a locally registered engineer, and we support that review with calculations, drawings, coating specifications and material certificates.
The façade is treated as a non-structural skin. The frame is braced in both directions, and the façade supports are detailed with movement capacity so inter-storey drift goes into the connections rather than into the glass. That detailing is done at design stage with the glazing system supplier, not improvised on site.
As planning figures: structural design and drawing approval first, then roughly 25–35 days of fabrication for a plant of this size, ocean freight and road haulage to the site, and several weeks of bolted erection with the foundations ready. Permits, site preparation and concrete works are local and sit outside those numbers.
Yes — Mill Test Certificates for the steel, coating system specifications with dry-film thicknesses, welding procedures, and erection drawings. The project was run to satisfy both the Chinese national fabrication standard and the European CE requirements the client’s engineers worked to.
Planning an industrial building in North Macedonia or elsewhere in the Balkans? Send us your floor area, span requirements and intended process, and we will come back with a framing proposal, a steel weight estimate and the documentation your local engineer needs for permitting.
Other projects in the region: the industrial workshop we delivered in Montenegro and a steel warehouse in Romania.
Macedonia
Industrial Plant
2021-2-19
Sintar District, Skopje City
5400㎡
The project adopts an innovative double slope overpass structure design, and the main steel structure is made of national standard Q235 H-beam. Through precise load calculation and EU standard anti-corrosion treatment, the structural safety and 50 year service life are ensured under complex climate conditions in the Balkan Peninsula.
The breakthrough exterior wall adopts a full glass curtain wall system, which not only meets the functional requirements of industrial space, but also greatly improves the efficiency of natural lighting and gives the building a modern and technological appearance. The double slope roof design effectively diverts rain and snow loads, and together with the glass curtain wall, forms an energy-saving and environmentally friendly enclosure system, significantly reducing long-term operating costs for customers.
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