Key Benefits
M390L-LED quatro 2,5m length truss HD
Wherever the venue, whatever the event, hanging an LED screen in the truss’ centre of gravity is absolutely crucial. Even the largest and most prestigious concert or sporting event counts for nothing if the screen is invisible to sections of the audience. The MILOS M390 LED Truss features a central chord, allowing the possibility of using clamps to secure the LED screen. Welcome to the ultimate viewing experience on the marketProduced in MILOS’ state-of-the-art factories, the M390 Truss offers safe, easy, and stable hanging of QTL-LED screens. And because it is clamped in the centre of the rigging, you gain lots more clear hanging space.The truss is available in standard lengths from 0.5 metres up to 5 metres. Mounting with the included connector set is fast, safe, and secure. As usual, the payloads are specified in a load table for different load figures.With 48x3 mm main chords and 20x2 mm diagonals, the truss is sufficiently robust for all standard LED screens. By using a 48 mm additional chord, the M390 Truss is fully compatible with the coupler series Cell200, Cell400, and Cell500.The M390 LED Truss is also able to carry 600kg/m (300kg /field are possible).Powder coat colour finishes are available on request.Using the Milos M390 LED Truss means you can prepare and deliver screened events to huge numbers of people secure in the knowledge that all participants will see all the visuals clearly and accurately. Satisfaction guaranteed.
Dimensions
- Length (mm)
- 2500.0
- Width (mm)
- 388.0
- Height (mm)
- 388.0
- Main Chord Size (mm)
- 48x3
- Brace Size (mm)
- 20x2
Others
- Material
- Aluminium
- Weight per meter (kg)
- 8.26
- Connection system
- conical
- Truss Connector
- CCB
- Pin Type
- PB
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 200, 400, 500, 600
| Span | mft | 4.0013.12 | 6.0019.69 | 8.0026.25 | 10.0032.81 | 12.0039.37 | 14.0045.93 | 16.0052.49 |
| Centre Point Load (CPL) | kglbs | 2 097.004 623.09 | 1 523.603 358.96 | 1 129.102 489.24 | 889.201 960.35 | 726.701 602.09 | 608.401 340.41 | 517.701 141.33 |
| Deflection | mmin | 8.000.31 | 19.800.78 | 35.401.39 | 55.702.12 | 80.803.18 | 110.804.36 | 146.105.75 |
| Third Point Load (TPL) | kglbs | 1 333.002 938.76 | 1 051.002 317.05 | 846.801 866.87 | 666.901 470.26 | 545.001 201.52 | 456.301 005.97 | 388.30856.05 |
| Deflection | mmin | 8.700.34 | 23.300.92 | 44.901.77 | 70.302.76 | 101.403.99 | 138.205.44 | 180.907.12 |
| Quarter Point Load (QPL) | kglbs | 925.602 040.59 | 761.801 679.48 | 564.501 244.51 | 444.60980.17 | 363.40801.15 | 304.20670.64 | 258.90570.77 |
| Deflection | mmin | 8.400.33 | 23.500.93 | 41.801.64 | 65.502.58 | 94.703.72 | 129.305.09 | 169.606.67 |
| Fifth Point Load (FPL) | kglbs | 694.201 530.00 | 634.801 399.49 | 470.401 037.05 | 370.50816.81 | 302.80667.56 | 253.50558.87 | 215.70475.53 |
| Deflection | mmin | 8.000.31 | 24.900.98 | 44.301.74 | 69.302.73 | 100.003.93 | 136.505.37 | 178.707.03 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 694.20466.50 | 460.20309.30 | 282.30189.70 | 177.80119.50 | 121.1081.40 | 86.9058.40 | 64.7042.50 |
| Deflection | mmin | 6.600.26 | 22.400.88 | 44.001.73 | 68.802.70 | 99.303.90 | 135.505.33 | 177.406.98 |
Truss supported or suspended at both ends • Static loading only • Loads applied at the node points • Self-weight of the truss is included in all listed load capacities • Spans consisting of different truss lengths • Interaction of bending moment and shear force at connector is considered • Structural analysis based on EN 1999 • All loading data should be multiplied by 0.85 to comply with BS 7905-2 and ANSI E1.2-2006 • For any other application, or in case of an assembled structure, contact MILOS or a structural engineer • Safety factors used: self-weight 1.35 / variable loads 1.5