Bar Grating Glossary

Concise definitions for industrial bar grating, stair treads, trench covers, FRP, and related standards — the terms used throughout the Wiberg Metal website, RFQs, and engineering documentation.

Grating construction

Bar grating
An open-grid floor built from primary bearing bars and perpendicular cross bars, used for industrial walkways, platforms, trench covers, and stair treads.
Bearing bar
The primary load-carrying bar in a grating panel. Runs across the span and is specified by depth and thickness, e.g. 1" × 3/16" or 30 × 3 mm.
Cross bar
Secondary bar set perpendicular to the bearing bars to transfer loads laterally and lock panel geometry. Typically at 50 or 100 mm (2 or 4 in) centers.
Pitch / mesh / spacing
Center-to-center distance between bearing bars (s1) and cross bars (s2). The designation 19-W-4 means bearing bars on 19/16 in (30 mm) centers, welded, cross bars on 4 in (100 mm) centers.
Banding (end band / side band)
Flat bar welded along the panel edge to restrain bearing-bar ends and finish the perimeter. Standard on welded panels per NAAMM MBG 531.
Open area
Plan-view percentage of the panel that is open (not steel). Standard 19-W-4 welded has ~78% open; ball-proof 11-W-4 about 68%; reticuline about 60%.

Types of grating

Welded bar grating
Bearing and cross bars joined by forge (resistance) welding at every intersection. The industrial default for platforms and walkways.
Press-locked (swage-locked) grating
Cross bars pressed (swaged) into slotted bearing bars without welding. Delivers flush faces and 92–95% of welded load capacity.
Heavy-duty grating
Deeper (50–125 mm) and thicker (≥ 1/4" / 6 mm) bearing bars with tighter cross-bar spacing, engineered for forklift, truck, and H20 wheel loads.
Ball-proof grating
Close-mesh pattern (11-W-4) whose opening rejects a 17 mm (11/16 in) sphere. Used where dropped tools or debris could injure workers below.
Close-mesh grating
Tighter-than-standard bearing or cross-bar spacing to reduce opening size. A step below ball-proof.
Reticuline grating
Crimped pattern where cross bars crimp into bearing bars with near-zero open area, rejecting a 9 mm sphere. Heavier and less drainable than welded.
Serrated bearing bar
Bearing bar with a notched top edge that improves shoe friction under wet, oily, or icy conditions. Used in refineries, food plants, and outdoor stairs.
Composite grating
Bar grating with a solid checker plate welded to its top, producing a non-penetrable surface where nothing may fall through and small wheels must roll.
FRP grating
Corrosion-resistant grating made from fiberglass rovings set in polyester, vinyl-ester, or phenolic resin. 25–30 year life in chemical exposure.
Molded vs pultruded FRP
Molded FRP is formed in a flat mold with equal strength in both directions; pultruded FRP uses a pulled I-bar profile 2–3× stiffer in the primary direction.

Details and accessories

Checker-plate nosing
A 2 to 2-1/2 in (50–65 mm) checker-plate strip welded across the front edge of a stair tread for slip resistance and visual contrast, satisfying IBC 1011 and OSHA 1910.25.
Stair tread
Grating panel fabricated with bolt-on carrier plates and checker-plate nosing, sized to fit a specific stair rise/run. Must carry 300 lb mid-span + 100 psf uniform per OSHA 1910.25.
Trench cover
Grating or solid panel set into a frame above an open channel or pit. Classified by load per EN 124: A15 (walkway), B125 (light vehicle), C250, D400 (truck), E600, F900 (heavy industrial).
Toe plate (kick plate)
A 100 mm (4 in) vertical plate along the edge of an elevated walkway that prevents tools and debris from falling. Required by OSHA 1910.29 and IBC.
Saddle clip
Two-piece fastener (top saddle + bottom plate) with a through-bolt that clamps a grating panel to its support beam. Allows later removal for maintenance.
Hold-down clip
Generic term for any mechanical fastener securing panel to support: saddle, J-clip, M-clip, or welded lug. Spacing rule of thumb: every 600–900 mm, minimum 4 per panel.

Materials and finishes

Hot-dip galvanizing
Corrosion protection by dipping fabricated steel in molten zinc (~450 °C) per ASTM A123 / ISO 1461. Produces 80–100 µm zinc coating with 20–40 year outdoor life.
Stainless steel 304 / 316L
304 for low-chloride indoor/outdoor service; 316L for coastal, food, pharma, and aggressive chloride. Typical cost premium 2–3× galvanized carbon.
Aluminum 6061-T6
Light-weight, corrosion-resistant alternative to steel. Lower modulus of elasticity (~10,000 ksi) means deflection usually governs; use for architectural, electrical-isolation, or weight-critical installations.
Sherardized coating
Thermal-diffusion zinc coating for small parts and fasteners, useful on clips and hardware where galvanizing bath size is limiting.

Engineering terms

Allowable uniform load
Maximum distributed load (psf or kPa) a panel can carry within its allowable bending stress and deflection limit. Published by bearing-bar geometry and span.
Deflection limit (L/240)
Maximum midspan deflection under service load, as a fraction of span L. Common limits: L/240 walkways, L/360 public access, L/800 masonry-supporting.
AISC ASD
American Institute of Steel Construction Allowable Stress Design. Allowable bending stress for compact members: Fb = 0.66 Fy (e.g., 24 ksi for carbon steel Fy=36 ksi).
Clear span
Distance between inside faces of the two primary supports (beam flange, angle, channel). Always larger than nominal structural bay width; tabulated load values are for clear span.
Concentrated (point) load
A load applied over a limited contact patch, such as a 4"×4" forklift wheel footprint. A 300 lb concentrated load is equivalent to roughly 500–700 psf uniform on a typical walkway panel.

Standards and documentation

ANSI / NAAMM MBG 531
North American standard for metal bar grating manufacture: bar sizes, mesh patterns, tolerances, and load tables. The de facto spec in US / Canada projects.
GB / YB/T 4001
Chinese national standards for welded steel bar grating (YB/T 4001) and hot-dip galvanizing (GB/T 13912). Default reference on projects sourced from China.
EN 1090
European execution standard for structural steelwork including bar grating panels treated as structural components. Specify execution class EXC1–EXC4 per project.
ASTM A123 / ISO 1461
Hot-dip galvanizing coating standards: minimum zinc thickness 55–100 µm by steel thickness category, plus adherence and uniformity requirements.
Mill certificate (EN 10204)
Material test certificate issued by the steel mill. 3.1 is signed by mill QA; 3.2 is counter-signed by independent inspector. Required for spec compliance.
ITP (Inspection and Test Plan)
Document listing every inspection step, hold point, acceptance criterion, and responsible party during fabrication. Standard on large or third-party-inspected projects.

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