Product Overview

The BANDEJA BAN 130.600 is a metal profile designed as a substitute for purlins in roofing and facade applications. It features a compact size and an aesthetic design, providing high mechanical resistance and ease of installation, which reduces construction time.

Available finishes include galvanized, prelacquered, and aluzinc coatings, with thicknesses ranging from 0.6 mm to 1.2 mm. The profile has a useful width of 380 mm and lengths between 1,600 mm and 14,000 mm. Optional perforations (3 mm diameter, 5 mm spacing, 60° staggered pattern) are available upon request. Custom thicknesses, widths, and lengths can be supplied after consultation.

Geometric Characteristics and Material Specifications

• Profile height (h): 130 mm ±1.5 mm
• Stiffener height: 25.75 mm
• Wave pitch: 105/90 mm
• Crest and valley width: 60/600 mm
• Useful width: 600 mm (±0.1*h) and ≤15 mm
• Bending radius: 3 mm
• Length range: 1,600 to 14,000 mm
• Thickness range: 0.5 to 1.2 mm
• Material: Steel grades S220GD to S320GD
• Coatings: Galvanized and prelacquered finishes

The profile complies with European and Spanish standards including EN 508-1 (self-supporting steel sheet products for roofing and cladding), UNE 10143, UNE 10346, UNE 10169, and UNE 14782. It meets fire reaction class A1 and has no hazardous emissions.

Normative References

• EN 508-1: Specifications for self-supporting steel sheet products for roofing and cladding.
• UNE 10143: Hot-dip metallic coated steel sheets and strips - dimensional and shape tolerances.
• UNE 10346: Continuously organic coated flat steel products - technical delivery conditions.
• UNE 14782: Self-supporting metal sheets for roofing and cladding - product specifications and requirements.

Mechanical Properties

Load Capacity Tables

The allowable uniformly distributed service loads (in kg/m²) are provided based on span lengths and thicknesses, calculated according to the Spanish standard NBE EA-95. These values satisfy ultimate limit states for normal and shear stresses and limit serviceability deformation to L/200.

Facade Load Capacities (kg/m²) by Distance Between Purlins (m)

Load capacities decrease as the span between supports increases and increase with greater sheet thickness. For example, at a 3 m span and 0.5 mm thickness, the allowable load is approximately 208 kg/m², while at 1.0 mm thickness it reaches 530 kg/m².

Roof Load Capacities (kg/m²) by Distance Between Purlins (m)

Similar trends apply for roofing applications, with allowable loads ranging from 214 kg/m² at 0.5 mm thickness and 3 m span, up to 678 kg/m² at 1.0 mm thickness and 3 m span.

Recommendations and Limitations

• Thicknesses from 0.6 mm to 1.2 mm are standard; other thicknesses available upon request.
• Lengths can be customized between 1,600 mm and 14,000 mm.
• Perforated versions are available for specific mounting requirements.
• Installation should consider the specified tolerances and comply with referenced standards.
• Load tables should be used to verify structural adequacy based on span and thickness.

Contact Information

HIANSA S.A.
Polígono Industrial Dehesa de las Cigüeñas, Parc A-1
14420 Villafranca de Córdoba, Spain
Phone: +34 957 198 900
Fax: +34 957 198 910
Email: [email protected]
Website: www.hiansa.com

Note: HIANSA S.A. reserves the right to modify this document without prior notice.