Nova Beam Truss

Nova Beam Truss

Nova beam is a 50cm square truss and comes in 0.5Mt 1.0Mt 2.0Mt, 3.OMt and 4.OMt truss lengths. Nova Beam combines all the traditional components of Slick’s high quality trussing, with new elements which dramatically enhance the systems versatility’. The Nova Beam has a unique fork end fitting arrangement, making the system more flexible and interchangeable than ever before and reducing the requirement for large quantities of corner blocks in your inventory. The Nova Beam also utilises 48mm tube in its sides and top faces to provide the lighting designer with greatly increased options for positioning lighting equipment.

Features at a glance

ico-zoom

Square

500 x 500 mm

3294 kg's UDL at 3294

TP or GP pins & R3 Clips

Nova beam is a 50cm square truss and comes in 0.5Mt 1.0Mt 2.0Mt, 3.0Mt and 4.0Mt truss lengths. Nova Beam combines all the traditional components of Slick’s high quality trussing, with new elements which dramatically enhance the systems versatility’. The Nova Beam has a unique fork end fitting arrangement, making the system more flexible and interchangeable than ever before and reducing the requirement for large quantities of corner blocks in your inventory. The Nova Beam also utilises 48mm tube in its sides and top faces to provide the lighting designer with greatly increased options for positioning lighting equipment.

Material Specifications

  • Main Cord: 48.4mm x 4.47mm
  • Braces: 31.75mm x 3.25mm
  • Material Specifications: EN AW-6082 T6
  • Fixings: Fork End : TP or GP pins & R3 Clips

Accessories

  • Circles
  • Hinges and Swivels
  • Bespoke Lengths
  • Ladder Sections

Design Specification

Manufactured in accordance with

  • BS EN 1090-3:2008 : Technical Requirements for aluminium structures
  • EN ISO 9001:2008 : Quality management systems
  • BS EN 17115:2018 : Specifications for design and manufacture of aluminium and steel
    trusses.

Load Terms

  • All loads are given in Kilograms
  • Allowance has been made for self-weight of truss
  • The payload of the truss has been calculated as a permanent action. Should it be necessary to consider the payload as a variable action, the tabulated figures should be reduced to 90% of the given values

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