Load Capacities |
Unsupported Span (unfixed) over a 1m length |
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|---|---|---|---|---|---|---|---|---|---|
| Panel Thickness | Weight kg/m2 | Load Type | 300mm | 500mm | 600mm | 750mm | 1000mm | 1200mm | 1500mm |
| 22mm | 15kg | Point Load | 1006kg | 362kg | 251kg | 161kg | 91kg | 63kg | 40kg |
| UDL | 2164kg | 1220kg | 706kg | 361kg | 153kg | 88kg | 45kg | ||
| 30mm | 20kg | Point Load | 2049kg | 972kg | 675kg | 432kg | 243kg | 169kg | 108kg |
| UDL | 4261kg | 2557kg | 1896kg | 971kg | 410kg | 237kg | 121kg | ||
| All values are based on a 1% deflection limit and are intended as guidance only. Final panel selection should be confirmed against project-specific loading and structural requirements. | |||||||||
Features of Micro Mesh GRP
Marina Decking (8mm × 8mm)
- Anti-slip surface – Gritted finish tested to 1.04 CoF (BS 4592-0) for maximum pedestrian safety in wet, oily, and icy conditions.
- Electrical insulation – Voltage breakdown of 18kV/mm (ASTM D149), suitable for marine and industrial environments.
- High structural density – GRP composition with a specific gravity of 2100 kg/m³ (ISO 9001 certified).
- Thermal stability – Low expansion factor of 13 × 10−6 mm/mm (ISO 9001).
- Low water absorption – Just 0.45% over 24 hours (ASTM D570), ideal for constant exposure to moisture and saltwater.
- Wide operating temperature range – Reliable performance from -100°C to +200°C.
- Fire resistance – Achieves Class 2 flammability rating.
- Frost & weather resistance – Tested to MOAT 22, suitable for harsh marine environments.

Micro Open Mesh GRP Marina Deck Load Data FAQs
Load data provides guidance on how GRP marina deck panels perform when loads are applied across different unsupported span lengths. It should be used to compare panel thicknesses and assess suitability for specific applications, rather than as a final design approval.
A 1% deflection means the panel has deflected by 1% of the span length under the applied load. This is a commonly used benchmark to indicate performance at a controlled and acceptable level of movement for pedestrian decking applications.
Yes. Load data should always be confirmed against project-specific requirements by a qualified engineer or specifier, taking into account fixing methods, support conditions, traffic type, and site environment.
Need technical advice or specifications? Our GRP specialists are happy to help.
