A warehouse on an exposed site
Illustrative brief: 24 m clear span, 48 m length and 6 m eaves, not a supplied project or standard capacity. Ask a local engineer to define design wind speed in m/s with its averaging basis, ground snow load in kN/m² and seismic design category. Q355 and S355 require specification review; similar yield figures do not make grades automatically interchangeable.
A workshop comparing bolted and welded packages
Bolted knock-down frames can reduce shipping volume and support replacement, but bolt grade, hole alignment and tightening controls need inspection. Shop-welded assemblies can reduce field connections while increasing transport envelope. Compare package dimensions, site labor and inspection access on the same drawing revision.
An insulated store comparing panel cores
EPS and PIR offer different thermal and cost profiles; rock wool changes weight, acoustics and moisture considerations. Request declared U-value in W/m²·K for the proposed assembly, core thickness in mm and fire resistance evidence in minutes for the relevant system. A core material label cannot replace an assembly test or local fire strategy.