Features at a glance

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Rectangular

520 x 609 mm

1470 kg UDL at 9 m

Fork End : GP pins & R3 Clips

Single Stacked

TML Truss

TML Truss is a 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. The truss system.

Innovative features include:

  • Ability to tour complete.
  • Legs can be folded for both storage / transport / deployment.
  • Truss can be stacked with legs folded in or out.
  • 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)16201540147013901040720
UDL (kN)16.215.414.713.910.47.2
CPL (kg)16215401070730520360
CPL (kN)16.215.410.77.35.23.6
TPL (kg)1620154014701070750520
TPL (kN)16.215.414.710.77.55.2
QPL (kg)1620154014701100780540
QPL (kN)16.215.414.7117.85.4

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

 

Design Specification

Manufactured in accordance with

  • BS EN 1090-3:2008 : Technical Requirements for aluminium structures
  • BS EN 1999 Pt 1-1 : Design of Aluminium Structures, General structural rules
  • 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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