Features at a glance

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Triangular

300 x300 mm

520 kg's UDL at 9 m

TFC pins & R3 Clips

OV30Tri

OV30 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)3691215
UDL kg1650810520370270
UDK kN16.58.15.23.72.7
Theoretical deflection (mm)72963106153
Central Point kg790390250170130
Central Point kN7.93.92.51.71.3
Theoretical deflection (mm)6224881116
Third Points kg1150600380270200
Third Points kN11.563.82.72
Theoretical deflection (mm)72964107155
Quarter Points kg1230600380270200
Quarter Points kN12.363.82.72
Theoretical deflection (mm)7275999144
Apex Up
UDL kg1500730460320230
UDK kN157.34.63.22.3
Theoretical deflection (mm)7286098137
Central Point kg790380240170120
Central Point kN7.93.82.41.71.2
Theoretical deflection (mm)6245083117
Third Points kg1120540340240170
Third Points kN11.25.43.42.41.7
Theoretical deflection (mm)72861100139
Quarter Points kg1180560360250180
Quarter Points kN11.85.63.62.51.8
Theoretical deflection (mm)7286099139
cpl
udl

Cantilever Load Table

epl
cpl
udl

Item Codes, Weights and Dimensions

Item CodeDescriptionDimensionsWeight
OV30T-025OV' Truss, 30 cm Tri, 0.25 m section250 x 300 x 266 mm2.3 kg
OV30T-050OV' Truss, 30 cm Tri, 0.5 m section500 x 300 x 266 mm3.1 kg
OV30T-100OV' Truss, 30 cm Tri, 1 m section1000 x 300 x 266 mm5.1 kg
OV30T-200OV' Truss, 30 cm Tri, 2 m section2000 x 300 x 266 mm9.2 kg
OV30T-300OV' Truss, 30 cm Tri, 3 m section3000 x 300 x 266 mm13.4 kg
OV30T-400OV' Truss, 30 cm Tri, 4 m section4000 x 300 x 266 mm17.5 kg
OV30T-90OV' Truss, 30 cm Tri, 90 deg Horz. Corner400 x 400 x 266 mm501 kg
OV30T-3WOV' Truss, 30 cm Tri, 3 Way Horz. Corner500 x 400 x 266 mm5.8 kg
OV30T-4WOV' Truss, 30 cm Tri, 4 Way Horz. Corner500 x 500 x 266 mm6.5 kg
OV30T-GPCOV' Truss, 30 cm Tri, Goal Post Corner400 x 400 x 266 mm5 kg
OV30T-FC100OV' Truss, 30 cm Tri, Female bolt-on Connector - 100 mm100 x 48 x 48 mm0.4 kg
OV30T-MC100OV' Truss, 30 cm Tri, Male bolt-on Connector 100 mm100 x 48 x 48 mm0.6 kg
OV30T-BPOV' Truss, 30 cm Tri, Ali Base Plate, 50 cm Sq. No Conns.500 x 500 x 8 mm5 kg
OV30T-TPBOV' Truss, 30 cm Tri, Truss Pickup Beam - 1000 kg's322 x 170 x 65 mm4.2 kg

Material Specifications

  • Main Chord: 48.3 x 2.6mm
  • 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
  • All loads assume lateral support at 2mt intervals

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