| Steel strength class | Minimum yield strength: 275–550 MPa | Tensile test on representative steel samples | Actual values depend on the selected steel grade and thickness |
| Q275 structural steel | Yield strength: ≥275 MPa; tensile strength: typically 410–550 MPa | Mill test certificate and laboratory tensile test | Values vary with product thickness and applicable national standard |
| Q355 structural steel | Yield strength: ≥355 MPa; tensile strength: typically 470–630 MPa | Mill test certificate and laboratory tensile test | Often selected for higher-load industrial platforms and walkways |
| Q550 high-strength steel | Yield strength: ≥550 MPa; tensile strength: typically ≥670 MPa | Certified mechanical-property testing | Use only when the structural design and fabrication process are qualified for the grade |
| Bearing bar depth | 25, 30, 32, 40, 45, 50, 60, 65 or 75 mm | Dimensional inspection using calibrated gauges | Selection depends on span, load, support conditions and deflection limits |
| Bearing bar thickness | 3, 4, 5, 6 or 8 mm | Micrometer or vernier-caliper measurement | Nominal thickness should be confirmed on approved drawings |
| Bearing bar spacing | Common center-to-center spacing: 30 or 40 mm | Dimensional inspection against fabrication drawings | Other spacing options are available for access, drainage or load requirements |
| Cross-bar spacing | Common center-to-center spacing: 50, — 100 mm | Visual and dimensional inspection | The selected spacing affects walking comfort, drainage and object passage |
| Hot-dip galvanized coating | Typical project target: 60–100 μm | Magnetic or electromagnetic coating-thickness gauge | Coating thickness depends on steel thickness and the governing galvanizing standard |
| EN ISO 1461 coating benchmark | For steel >6 mm: average ≥85 μm; local minimum ≥70 μm | Coating-thickness measurement at defined inspection locations | For steel 3–6 mm, the standard values are lower: average ≥70 μm and local minimum ≥55 μm |
| Weld quality | Continuous, secure welds without visible cracks, lack of fusion or excessive spatter | Visual inspection; additional non-destructive testing where specified | Welding acceptance criteria should be stated in the purchase specification |
| Load and deflection performance | Project-specific design load and allowable deflection | Engineering calculation or load testing when required | No universal load rating applies; span, bar size, spacing and support conditions must be evaluated together |