OV40 Ladder

OV40 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

400 mm

496 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 kg40018811168
UDL kN41.881.110.68
Deflection (mm)14913
Central Point kg201945534
Central Point kN2.010.940.550.34
Deflection (mm)14710
Third Points kg3001418351
Third Points kN31.410.830.51
Deflection (mm)15913
Quarter Points kg3001418351
Quarter Points kN31.410.830.51
Deflection (mm)14812

Safe Load at 4m Intervals

Span (m)36912
UDL kg1671026643
UDL kN1.671.020.660.43
Deflection (mm)2467
Central Point kg83513321
Central Point kN0.830.510.330.21
Deflection (mm)1356
Third Points kg125765032
Third Points kN1.250.760.50.32
Deflection (mm)2467
Quarter Points kg125765032
Quarter Points kN1.250.760.50.32
Deflection (mm)2457

Item Codes, Weights and Dimensions

Item CodesDescriptionDimensionsWeight
OV40L-025OV Truss, 40cm Ladder, 0.25 m section250x400x353 mm1.8 kg
OV40L-050OV Truss, 40cm Ladder, 0.5 m section500x400x353 mm2.2 kg
OV40L-100OV Truss, 40cm Ladder, 1 m section1000x400x353 mm3.3 kg
OV40L-200OV Truss, 40cm Ladder, 2 m section2000x400x353 mm5.64 kg
OV40L-300OV Truss, 40cm Ladder, 3 m section3000x400x353 mm8.9 kg
OV40L-400OV Truss, 40cm Ladder, 4 m section4000x400x353 mm11.7 kg
OV40L-90OV Truss, 40cm Ladder, 90 deg Horz. Corner500x500x353 mm2.8 kg
OV40L-3WOV Truss, 40cm Ladder, 3 Way Horz. Corner600x500x353 mm3.4 kg
OV40L-4WOV Truss, 40cm Ladder, 4 Way Horz. Corner600x600x353 mm4 kg
O430L-GPCOV Truss, 40cm Ladder, Goal Post Corner500x500x353 mm2.7 kg
OV40-FC100OV Truss, Female Bolt-on Connector100x48x48 mm0.4 kg
OV40-MC100OV Truss, Male Bolt-on Connector100x48x48 mm0.6 kg
OV40T-BPOV Truss, 40cm Sq, Ali Base plate, 50cm Squ – No Conns600x600x8 mm5 kg
OV40L-LTA-FOV Truss, 40cm Ladder to Truss adapter, Female100x48x300 mm1.55 kg
OV40L-LTA-MOV Truss, 40cm Ladder to Truss adapter, Male100x48x300 mm1.71 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
  • All loads assume lateral support at 2mt intervals

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