ISO 9001 Certified · FRP/GRP Grating Manufacturer · Since 2004 · Exporting to 45+ Countries

ZeAll Pultruded FRP Grating — Complete Specifications & Load Data

Comprehensive engineering spec sheet for assembled pultruded FRP/GRP grating: full designation matrix, physical & resin data, surface options, load-span tables and an engineering cross-section drawing.

Manufacturing & Design Basis

ZeAll Pultruded FRP Grating

Continuous glass roving is pulled through a resin bath and heated die to a precise bearing-bar profile, then mechanically assembled with tie rods into rigid panels.

Pultrusion process

Glass roving and continuous mat are impregnated and pulled through a heated die, producing a repeatable, high-quality bar cross-section with unidirectional strength along the bearing bar.

≈ 70% glass, uni-directional

Longitudinal roving gives high tensile and flexural stiffness along the bearing bar; pultruded panels are roughly twice as stiff as molded panels of the same depth.

Long spans up to ≈ 3 m

Because load follows the bearing bars, pultruded grating spans further than molded grating and suits long platforms, heavy live loads and mechanical equipment decks.

Standard panel size1200 × 3660 mm (≈ 4 ft × 12 ft) — most stocked
Other standard panels915 × 3050 mm · 1200 × 2440 mm · 1500 × 6000 mm (custom) · cut-to-size
Standard meshes1" × 4" (25 mm) · 1.5" × 4" (38 mm) · 2" × 4" (50 mm) bar centers
Standard depths33 mm · 40 mm · 50 mm · 60 mm (I-bar and T-bar bearing profiles)
Complete Pultruded Grating Specification Matrix

Assembled-panel designations, weights, open area and spans

Spans are indicative clear spans at the listed deflection limits (L/100, L/150, L/200) for pedestrian live load; Max UDL @ 1.5 m is the allowable uniform load at a 1.5 m simply-supported span at L/150.

Grating DesignationBearing BarBar Spacing (mm)Tie BarPanel Thickness (mm)Weight (kg/m²)Open AreaMax Span @ L/100 (mm)Max Span @ L/150 (mm)Max Span @ L/200 (mm)Max UDL @ 1.5 m span (kN/m²)
1.5" × 4" mesh (38 mm bar centers)I-401038Ø6 cross rod @ 100 mm4011.5≈ 65%≈ 1100≈ 1400≈ 1650≈ 3.8
1.5" × 4" mesh (38 mm bar centers)I-501038Ø6 cross rod @ 100 mm5012.5≈ 65%≈ 1300≈ 1650≈ 1950≈ 5.5
1.5" × 4" mesh (38 mm bar centers)I-601038Ø8 cross rod @ 100 mm6013.5≈ 63%≈ 1500≈ 1900≈ 2250≈ 7.5
1" × 4" mesh (25 mm bar centers)I-401025Ø6 cross rod @ 100 mm4016.5≈ 55%≈ 950≈ 1200≈ 1450≈ 6.0
1" × 4" mesh (25 mm bar centers)I-601525Ø8 cross rod @ 100 mm6020.0≈ 52%≈ 1350≈ 1750≈ 2050≈ 11.0
2" × 4" mesh (50 mm bar centers)T-502050Ø8 cross rod @ 100 mm5013.0≈ 70%≈ 1400≈ 1800≈ 2100≈ 7.0
2" × 4" mesh (50 mm bar centers)T-602050Ø8 cross rod @ 100 mm6016.0≈ 70%≈ 1650≈ 2100≈ 2450≈ 9.5
1.5" × 4" mesh (38 mm bar centers)T-332038Ø6 cross rod @ 100 mm3313.5≈ 62%≈ 900≈ 1150≈ 1350≈ 2.8

Weights include bearing bars + tie rods. Spans and uniform loads are indicative and consistent with industry pultruded load-table practice (manufacturer data); confirm against certified charts for your exact resin, surface and live-load case.

Physical & Mechanical Properties

Typical unidirectional pultruded laminate values

Longitudinal = along pultrusion / bearing bars. Transverse values are significantly lower and are not a design basis. Use characteristic (minimum) values per ASTM D7290.

PropertyTest MethodTypical Value
DensityASTM D7921.7 – 1.9 g/cm³
Glass contentIgnition loss70% ± 5% by weight
Tensile strength, longitudinalASTM D638≈ 300 – 400 MPa (typical)
Flexural strength, longitudinalASTM D790≈ 350 – 450 MPa (typical)
Flexural modulus, longitudinalASTM D790≈ 20,000 – 25,000 MPa (typical)
Compressive strength, longitudinalASTM D695≈ 250 – 300 MPa (typical)
Water absorption (24 h)ASTM D570< 0.2%
Barcol hardnessASTM D2583> 45
CTE, longitudinalASTM D696≈ 5 × 10⁻⁶ /°C
CTE, transverseASTM D696≈ 25 × 10⁻⁶ /°C
Dielectric strengthASTM D149> 10 kV/mm (inherent insulation)

Pultruded coupon values are ~300–400 MPa tensile and ~350–450 MPa flexural longitudinal, well above molded grating due to ~70% unidirectional glass. Exact values supplied on the batch COA.

Resin Systems

Match the resin to media, concentration and service temperature

Tg = glass-transition temperature; max service temperature is the long-term design limit.

Resin SystemTg (typical)Max Service Temp.Chemical Resistance SummaryFire PerformanceTypical Application
ZeAll ISO (isophthalic)≈ 110 – 120 °C Tg≈ 80 °CGood general/corrosion; water, mild acids & basesSelf-extinguishing (ASTM D635); E84 ≤ 25 typicalGeneral walkways, water treatment, plating areas
ZeAll VE (vinyl ester)≈ 130 – 150 °C Tg≈ 90 °CExcellent — acids, solvents, oxidisers, bleachSelf-extinguishing; E84 ≤ 25Harsh process areas, pulp & paper, offshore
ZeAll Novolac VE (novolac vinyl ester)≈ 160 – 180 °C Tg≈ 110 °CBest — strong oxidisers, high-temperature acids, chlorineSelf-extinguishing; E84 ≤ 25Chlorine/dry-bleach plants, scrubbers, high-temp service
ZeAll FR (fire-retardant VE)≈ 130 – 150 °C Tg≈ 90 °CExcellent corrosion + low flame spread / low smokeE84 Class A (≤ 25, low smoke); USCG / ABS optionsMarine, metro, enclosed & ventilated buildings
ZeAll FDA (food-contact grade)≈ 110 – 130 °C Tg≈ 80 °CCompliant resin for incidental food contact (FDA 21 CFR)Self-extinguishing; E84 ≤ 25Food & beverage, dairy, cleanroom processing
Surface Options

Coefficient of friction (COF) — wet and dry

Grit-top is the standard pultruded surface; COF values are indicative.

SurfaceCOF (dry / wet)Note
Grit-top (standard)0.75 – 0.85 dry / 0.55 – 0.70 wetEmbedded silica grit on bearing-bar top — standard for wet/chemical service
Smooth (natural pultrusion finish)0.30 – 0.40 dry / 0.15 – 0.25 wetLight pedestrian / aesthetic; not for wet or oily service
Concave / serrated top0.55 – 0.65 dry / 0.40 – 0.50 wetMolded anti-slip profile on bar crest; good drainage
Load-Span Reference Table

Allowable uniform load (kN/m²) at L/150 by span

Three common configurations. Values are indicative allowable UDL at a simply-supported span; short-span rows are stress-limited, long-span rows are deflection-limited.

Configuration0.6 m0.9 m1.2 m1.5 m1.8 m
I-4010, 1.5" × 4" mesh (40 mm deep)25116.03.82.5
I-6015, 1.5" × 4" mesh (60 mm deep)552413.58.55.8
T-5020, 2" × 4" mesh (50 mm deep)4520117.04.7

Indicative only. Final design must use certified load/span charts with an appropriate safety factor (pultruded typically ≈ 2.5 : 1 long-term, including creep).

Engineering Cross-Section

Typical pultruded bearing-bar cross-section with tie bar

Schematic, not to scale. Bearing bars run across the clear span; tie rods cross the bars laterally to maintain mesh spacing.

h = 40 – 60 mmb = 10 – 20 mmI/T bearing bar (pultruded) + Ø6 – 8 mm tie barPultruded grating — typical bar cross-section (not to scale)
Installation & Design Notes

Orientation, bearing, clips and thermal movement

Correct installation is essential to realise the rated span and load.

Bearing bar orientation (critical)

Bearing bars MUST span across the supports — load follows the bars. Installing bars parallel to the span reduces capacity by an order of magnitude.

Minimum bearing

Minimum 75 mm bearing on support (recommended 100 mm); support on structural steel angle or concrete beam, never on bare masonry edges.

Clip spacing

Fasten at every bearing-bar / support intersection; minimum 4 clips per panel; clips ≤ 1200 mm c/c along each support.

Thermal expansion

FRP moves with temperature (longitudinal CTE ≈ 5 × 10⁻⁶/°C). Maintain 3–5 mm edge gaps; use slotted holes / expansion clips on runs > 6 m or ΔT > 40 °C.

Clip material

Galvanized for dry interior; SS304 for general outdoor; SS316 for coastal / chemical / chloride service. Avoid galvanic coupling of dissimilar metals.

Cut edges

Seal cut edges with matching resin + chopped strand to prevent wicking of chemicals into exposed glass ends.

Data Sources

Engineers should specify from certified load/span charts for the exact resin, thickness and surface. ZeAllgrate supplies load test reports and material certificates (COA) with every shipment. Contact [email protected] for project-specific data.

Certified & Verified

Approved by Industry Bodies, Tested to International Standards

Every ZeAllgrate shipment is backed by documented quality systems, marine approvals and independent third-party verification.

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ISO 9001:2015

Certified quality management system — since 2004.

⚓

DNV & ABS Marine

Marine-grade grating for offshore platforms and vessel decks.

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SGS & Intertek

Independent third-party inspection and load testing on request.

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OSHA 1910.23

Handrail systems load-tested to US federal requirements.

Material certificates, COA, ASTM test reports and compliance documentation supplied with every order. View certifications →

Need a Certified Pultruded Grating Specification?

Send your span, live load, deflection limit and media — our engineers return a panel recommendation, load chart and COA within 24 hours.