Key Benefits
M290VF duo 0,105m length truss HD
The M290 system is our mid-sized stage truss line that can be used for both small and large applications. The M290 aluminium truss comes in a "F" and "VF" range, which are designed for both large and small applications. The "VF" Range is for heavy duty use, while the "F" Range is for medium duty use. Both trussing systems offer excellent spanning and weight loading capabilities while providing a decorative touch!
Dimensions
- Length (mm)
- 105.0
- Width (mm)
- 50.0
- Height (mm)
- 290.0
- Main Chord Size (mm)
- 48x3
- Brace Size (mm)
- 16x2
Others
- Material
- Aluminium
- Weight per meter (kg)
- 2.74
- Connection system
- conical
- Truss Connector
- CCF
- Pin Type
- PB
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 200, 400, 500, 600
| Span | mft | 3.009.84 | 4.0013.12 | 5.0016.40 | 6.0019.69 | 7.0022.97 | 8.0026.25 | 9.0029.53 |
| Centre Point Load (CPL) | kglbs | 666.901 470.26 | 664.401 464.75 | 648.801 430.36 | 538.301 186.75 | 459.001 011.92 | 399.20880.08 | 352.40776.91 |
| Deflection | mmin | 4.300.17 | 10.100.40 | 19.300.76 | 27.901.10 | 38.001.50 | 49.701.96 | 63.102.48 |
| Third Point Load (TPL) | kglbs | 333.50735.24 | 332.20732.37 | 330.90729.51 | 329.60726.64 | 328.30723.78 | 299.40660.06 | 264.30582.68 |
| Deflection | mmin | 3.600.14 | 8.600.34 | 16.800.66 | 29.001.14 | 46.101.81 | 63.102.48 | 79.903.15 |
| Quarter Point Load (QPL) | kglbs | 222.30490.09 | 221.50488.32 | 220.60486.34 | 219.70484.36 | 218.90482.59 | 199.60440.04 | 176.20388.45 |
| Deflection | mmin | 3.400.13 | 8.000.31 | 15.600.61 | 27.001.06 | 42.901.69 | 58.702.31 | 74.402.93 |
| Fifth Point Load (FPL) | kglbs | 166.70367.51 | 166.10366.19 | 165.50364.86 | 164.80363.32 | 164.20362.00 | 163.50360.46 | 146.90323.86 |
| Deflection | mmin | 3.200.13 | 7.700.30 | 15.000.59 | 25.801.02 | 41.001.61 | 61.202.41 | 78.803.10 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 222.30149.38 | 166.10111.61 | 132.4088.97 | 109.9073.85 | 93.8063.03 | 81.8054.97 | 72.4048.65 |
| Deflection | mmin | 2.700.11 | 6.300.25 | 12.400.49 | 21.400.84 | 34.101.34 | 50.902.00 | 72.502.85 |
DUO figures are based on use in vertical mode and with stabilisation every 1 m (3.28 ft)
All truss loading calculations are based on:
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
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
