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British Steel nationalized by the UK government17 2026-07

British Steel nationalized by the UK government

The UK government has brought British Steel into public ownership as of July 16, aiming to secure the future of domestic steel production in the country.
European longs market still weak, new EU CSQs discussed by market players06 2026-07

European longs market still weak, new EU CSQs discussed by market players

The main topic of discussion in the European long steel market this week has been the new country-specific quotas (CSQs) of the EU, which market participants had been eagerly awaiting.
European long steel prices steady; mills curb output amid low buyer interest04 2026-07

European long steel prices steady; mills curb output amid low buyer interest

European domestic long steel prices remained unchanged in the week to Wednesday July 1, with weak demand continuing to limit upward price momentum across the region.
Global H-Beam Steel Market Updates: Prices, Demand and Construction Trends 202603 2026-07

Global H-Beam Steel Market Updates: Prices, Demand and Construction Trends 2026

Com­ing to the first quarter of 2026, the world H beam steel Market is also facing a turning point. Driven by rapid infrastructure building in U.S., Southeast Asia and Latin America, as well as energy transition projects, the need for H-beams (particularly high-strength types like ASTM A572 Grade 50 H Beam and A992 H Beam) is beginning to recover strongly. However, trade-protecting policies, fluctuation of raw material prices and green and low-carbon transition are reforming the global price system altogether.
Unevenly Loaded Welds Revisited03 2026-07

Unevenly Loaded Welds Revisited

Welding expert Duane Miller wrote an excellent pair of articles for the February and March 2024 issues of STRUCTURE Magazine. The articles described 10 conditions where welds can experience uneven loading. These conditions can be problematic if not avoided or given special attention in design. The common assumption that applied loads cause uniform stresses in a weld does not apply for these conditions. However, what if you are using a design approach that never makes such an assumption? Connection design by inelastic analysis, for example using the component-based finite element method (CBFEM) such as implemented in IDEA StatiCa Connection, makes no broad assumptions about the distribution of stress in welds, or any other components. Stresses arise naturally in the analysis based on the stiffness of the various components of the connection. This article walks through each of Miller’s 10 conditions to identify what special attention they require when designing by inelastic analysis.
10 FAQs for Q355 Prefab Portal Frame Steel Warehouse: Industry Insight 202625 2026-06

10 FAQs for Q355 Prefab Portal Frame Steel Warehouse: Industry Insight 2026

This 2026 industry insight compiles 10 core FAQs about Q355 prefab portal frame steel warehouses. It covers material performance, construction efficiency, service life, anti-corrosion solutions, cost advantages and international quality standards, providing authoritative and practical reference for global industrial construction buyers, contractors and facility owners.
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