Plate-Fix 1.5kN Option Load Detail

AliRail Vertical Infill Plate-Fix 1.5kN Option is load tested in accordance with BS 6180:2011 (1.5kN/m horizontal line load, 1.5kN infill point load, 1.5kN/m2 infill distributed load).

Modern Balustrades, AliRail Top Fix. Front View
Modern Balustrades, AliRail Top Fix. Cross Section

Our modern design metal balustrade Plate fix 1.5kN has more connections into the top and underside of the steel frame so can deliver higher loading performance up to 1.5kN for commercial terrace requirements and balconies up to 6m.

The excellent performance of the Plate fix 1.5kN provides ample reassurance to specifiers, the result data is indicative only and loading performance for individual balcony designs is the ultimate responsibility of the balcony designer.

Two Handrail Options To Choose From

Standard Handrail

Slimline Handrail

Four Modern Spindle Profiles To Choose From

Technical Specifications Summary

  • Fire Resistance Rating: A2-s1, d0

  • Loading Performance:

    • Horizontal line load: 1.5kN/m
    • Infill point load: 1.5kN/m
    • Infill distributed load: 1.5kN/m²

  • Coating Properties:

    • Thickness: 60-80 microns
    • Full color range available

  • Testing Standards:

    • Impact resistance: 2.5kN energy test (EN ISO 6272/ASTM D2794)
    • Bend adhesion: 5mm mandrel test (EN ISO 1519)
    • Corrosion resistance: Machu Test (48hrs at 37°C)
    • Adhesion: Qualicoat 2.4.1 cross-hatch test (EN ISO 2409)
    • Cutting integrity: Qualicoat 2.18 sawing/drilling test
    • Additional durability testing: Acid salt spray (ISO 9227), humid atmosphere resistance (EN ISO 3231), accelerated and natural weathering, mortar resistance, and condensation water testing

Plate-Fix 1.5kN Datasheet & CAD Drawings

Plate-Fix 1.5kN Load Test Result

Please note: Test result data is indicative only. Loading performance and ensuring the AliRail system integrates with specific balcony designs is the responsibility of the balcony designer. AliDeck has not performed any project-specific calculations, so the designer’s calculations must account for all relevant components.