Features at a glance

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Rectangular

520 x 609 mm

1270 kg at 9 m

Fork End : GP pins & R3 Clips

Legs Up with Truss

TML Low Pro

TML Low Pro is a variation on the larger TML truss. It highly mobile and versatile touring truss system used to house moving lights whilst maintaining the ability to transport and store compactly in both the truck and warehouse, but specifically designed where headroom it at a premium.
Innovative features include:
• Ability to tour complete.
• Collapsible dolley system, which are stackable.
• Dollies can be used as truss wheel boards
• Truss can be stacked with or without dolley
• Designed to house various moving light fixtures.
• Nylon side bars to help prevent transport damage.
• Integrated lighting rail with fully adjustable rolling carriages.
• The ability to house a light over a truss joint.

Product Videos

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Load/Span Table

*Third and Quarter point loads are displayed as a total load and NOT individual point loads*

Span (m)369121518
UDL (kg)1420134012701120760490
UDL (kN)14.213.412.711.27.64.9
Central Point (kg)12001120840560380240
Central Point (kN)1211.28.45.63.82.4
Third Points (kg)120011201050840570370
Third Points (kN)1211.210.58.45.73.7
Quarter Points (kg)120011201050880600400
Quarter Points (kN)1211.210.58.864

Item Codes, Weights and Dimensions

Material Specifications

  • Main Cord: 48.4mm x 4.47mm
  • Braces: Special Extrusion
  • Material Specification: EN AW-6082 T6
  • Fixings: Fork End : GP pins & R3 Clips

Accessories

  • Circles
  • Angled Corners
  • Bespoke Lengths
  • Hinges & Swivels

Design Specification

  • Manufactured in accordance with
  • BS EN 1090-3:2008 : Technical Requirements for aluminium structures
  • EN ISO 9001:2015 : Quality management systems
  • BS EN 1999 Pt 1-1 : Design of Aluminium Structures, General structural rules
  • EN17115: Entertainment Technology : Specifications for design, manufacture of aluminium and steel trusses and towers

Load Terms

  • All loads are given in Kilograms
  • Allowance has been made for self-weight of truss
  • Allowance has been made for frequent use factor of 83%
  • 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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