front peak

Front Peak Roof Systems – Roofs

Front Peak systems have the slope of the canopy structure running front to back stage allowing for its distincive front curve which acts as excellent weather protection to the front of the stage. The canopy normally sits atop a standard grid of truss and towers allowing for the use of a large amount of standard equipment.

Features at a glance

12 m - 32 m

Nominal 5000 - 30,000 kg's

Fork End : TP pins & R3 Clips; TFT pins & R3 Clips

Front Peak systems have the slope of the canopy structure running front to back stage allowing for its distincive front curve which acts as excellent weather protection to the front of the stage. The canopy normally sits atop a standard grid of truss and towers allowing for the use of a large amount of standard equipment. All systems utilise kader guides for ease of fixing the sheeting. An updated design allows for a double hung main grid. Both the lower and upper grids, once joined together with simple structural elements produce one huge truss giving un paralled loading capacity whilst still keeping a large amount of standard components. The advantage of this is that you can use smaller trusses to achieve the loading of much larger trusses that would be very unfriendly to use.

Material Specifications

  • Mast Type: Various
  • Material Specifications: EN AW-6082 T6
  • Fixings: Fork End : TP pins & R3 Clips; TFT pins & R3 Clips
  • Roof Capacity: Nominal 5,000kgs – 30,000kgs
  • Available Widths: 12mts – 32mts
  • Max. Trim Height: 16mts*
  • Kader Profile? Yes
  • PA Wings Available? Yes – Option

Design Specification

Manufactured in accordance with

  • BS EN 1090-3:2008 : Technical Requirements for aluminium structures
  • EN ISO 9001:2008 : Quality management systems
  • BS118 The Structural Use of Aluminium
  • CE Certified

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

* NOTE: Specialist Tower heights of more than 16mts can be designed

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