OV30L

OV30 Ladder

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.

Features at a glance

ico-zoom

Ladder

300 mm

349 kg's UDL at 9 m

Conical : TFC pins & R3 Clips

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.

Safe Loads 3m Lateral Support

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

Span (m)36912
UDL kg2561176636
UDL kN2.561.170.660.36
Deflection (mm)271418.2
Central Point kg128583318
Central Point kN1.280.580.330.36
Deflection (mm)261115
Third Points kg192884927
Third Points kN1.920.880.490.27
Deflection (mm)271419
Quarter Points kg192884927
Quarter Points kN1.920.880.490.27
Deflection (mm)271317

Safe Loads 4m Lateral Supports

Span (m)36912
UDL kg103613721
UDL kN1.030.610.370.21
Deflection (mm)5101415
Central Point kg52301810
Central Point kN0.520.30.180.1
Deflection (mm)481112
Third Points kg78462816
Third Points kN0.780.460.280.16
Deflection (mm)5101415
Quarter Points kg78462816
Quarter Points kN0.780.460.280.16
Deflection (mm)591314

Item Codes, Weights and Dimensions

Item CodesDescriptionDimensionsWeight
OV30L-025OV Truss, 30cm Ladder, 0.25 m section250x48x300 mm1.6 kg
OV30L-050OV Truss, 30cm Ladder, 0.5 m section500x48x300 mm2 kg
OV30L-100OV Truss, 30cm Ladder, 1 m section1000x48x300 mm3.1 kg
OV30L-200OV Truss, 30cm Ladder, 2 m section2000x48x300 mm5.4 kg
OV30L-300OV Truss, 30cm Ladder, 3 m section3000x48x300 mm7.8 kg
OV30L-400OV Truss, 30cm Ladder, 4 m section4000x48x300 mm10.2 kg
OV30L-90OV Truss, 30cm Ladder, 90 deg Horz. Corner400x400x300 mm2.6 kg
OV30L-3WOV Truss, 30cm Ladder, 3 Way Horz. Corner500x400x300 mm3.2 kg
OV30L-4WOV Truss, 30cm Ladder, 4 Way Horz. Corner500x500x300 mm3.8 kg
OV30L-GPCOV Truss, 30cm Ladder, Goal Post Corner400x400x300 mm2.5 kg
OV30-FC100OV Truss, Female Bolt-on Connector100x48x48 mm0.4 kg
OV30-MC100OV Truss, Male Bolt-on Connector100x48x48 mm0.6 kg
OV30T-BPOV Truss, 30cm Sq, Ali Base plate, 50cm Squ – No Conns500x500x8 mm5 kg
OV30L-LTA-FOV Truss, 30cm Ladder to Truss adapter, Female100x48x300 mm1.516 kg
OV30L-LTA-MOV Truss, 30cm Ladder to Truss adapter, Male100x48x300 mm1.67

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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