Features at a glance

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Triangular

400 mm

660 kg's UDL at 9 m

TFC pins & R3 Clips

OV40T Truss

OV40 Triangular

The OV range represents an innovative engineering solution to a common size of truss for the entertainment, event and presentation industry. Designed to the latest Eurocodes, combines high comparative load capacities, low self-weight, and comes at a competitive price. All this whilst analysing the most common slinging / support methods on the truss has determined an ‘engineered’ product that can utilise the most modern manufacturing techniques. The OV range is a series of square and triangular truss systems using conical connectors for a quick fixing method. Brace patterns are specifically designed to withstand the loads and forces implied by all common slinging and support methods. The extrusions used in the construction of the trusses are bespoke to Total Solutions Group and have been rigorously designed to enhance the structural effectiveness of the trusses and also to speed up manufacturing.

Load/Span Table

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

Apex Down
Span (m)369121518
UDL kg16401030660470350260
UDK kN16.410.36.64.73.52.6
Theoretical deflection (mm)317376290117
Central Point kg1020500320220160120
Central Point kN10.253.22.21.61.2
Theoretical deflection (mm)31328486989
Third Points kg1080720460330240180
Third Points kN10.87.24.63.32.41.8
Theoretical deflection (mm)316355985109
Quarter Points kg1080760490340250190
Quarter Points kN10.87.64.93.42.51.9
Theoretical deflection (mm)316345884108
Apex Up
UDL kg16401030660470350260
UDK kN16.410.36.64.73.52.6
Theoretical deflection (mm)317376290117
Central Point kg1020500320220160120
Central Point kN10.253.22.21.61.2
Theoretical deflection (mm)31328486989
Third Points kg1080720460330240180
Third Points kN10.87.24.63.32.41.8
Theoretical deflection (mm)316355985109
Quarter Points kg1080760490340250190
Quarter Points kN10.87.64.93.42.51.9
Theoretical deflection (mm)316345884108
Bottom Braces
Point loaded at each bottom brace kg270853519117
Point loaded at each bottom brace kN2.70.850.350.20.10.07
Theoretical deflection (mm)317376290117
Total load at bottom braces kg16201020630560330252
Total load at bottom braces kN16.210.26.34.831.8
Theoretical deflection (mm)317376290117
cpl
udl

Cantilever Load Table

Apex Down
UDL kNUDL kgEdge point load kNEdge point load kgCentral point load kNCentral point load kg
Span (3m)4.84802.42404.7470
Deflection (mm)10.210.212128.28.2
Apex Up
Span (3m)4.84802.42404.7470
Deflection (mm)10.210.212128.28.2
epl
cpl
udl

Item Codes, Weights and Dimensions

Item CodeDescriptionDimensionsWeight
OV40T-025OV' Truss, 40 cm Tri, 0.25 m section250 x 400 x 353 mm2.6 kg
OV40T-050OV' Truss, 40 cm Tri, 0.5 m section500 x 400 x 353 mm3.5 kg
OV40T-100OV' Truss, 40 cm Tri, 1 m section1000 x 400 x 353 mm6 kg
OV40T-200OV' Truss, 40 cm Tri, 2 m section2000 x 400 x 353 mm11.2 kg
OV40T-300OV' Truss, 40 cm Tri, 3 m section3000 x 400 x 353 mm16.3 kg
OV40T-400OV' Truss, 40 cm Tri, 4 m section4000 x 400 x 353 mm21.3 kg
OV40T-90OV' Truss, 40 cm Tri, 90 deg corner500 x 500 x 353 mm5.8 kg
OV40T-3WOV' Truss, 40 cm Tri, 3 Way Horz. Corner600 x 500 x 353 mm6.9 kg
OV40T-4WOV' Truss, 40 cm Tri, 4 Way Horz. Corner600 x 600 x 353 mm8 kg
OV40T-GPCOV' Truss, 40 cm Tri, Goal Post Corner500 x 500 x 353 mm5.7 kg
OV40T-FC100OV' Truss, 40 cm Tri, Female bolt-on Connector - 100 mm100 x 48 x 48 mm0.4 kg
OV40T-MC100OV' Truss, 40 cm Tri, Male bolt-on Connector 100 mm100 x 48 x 48 mm0.6 kg
OV40T-BPOV' Truss, 40 cm Tri, Ali Base Plate, 50 cm Sq. No Conns.600 x 600 x 8 mm5 kg
OV40T-TPBOV' Truss, 40 cm Tri, Truss Pickup Beam - 1000 kg's422 x 170 x 65 mm5.2 kg

Material Specifications

  • Main Cord: 48 x 3mm
  • Braces: Special Extrusion
  • Material Specifications: EN AW-6082 T6
  • Fixings: Conical : TFC 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 1999 Pt 1-1 : Design of Aluminium Structures, General structural rules
  • BS EN 17115:2018 : Specifications for design and manufacture of aluminium and steel
    trusses.

Load Terms

  • All loads are given in Kilograms and Kilonewtons
  • 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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