Key Benefits
M290U quatro 0,75m length truss
The Milos 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 "U" and "V" range, which are designed for both large and small applications. The "V" Range is for heavy duty use, while the "U" Range is for medium duty use. Both trussing systems offer excellent spanning and weight loading capabilities while providing a decorative touch!
Dimensions
- Length (mm)
- 750.0
- Main Chord Size (mm)
- 50x2
- Brace Size (mm)
- 20x2
Others
- Material
- Aluminium
- Weight per meter (kg)
- 5.05
- Connection system
- connector
- Truss Connector
- CCU
- Pin Type
- PB
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 200, 400, 500, 600
M290 Quatro Loading Chart
| Span | Unit | 13.12 ft (4.00 m) |
19.69 ft (6.00 m) |
26.25 ft (8.00 m) |
32.81 ft (10.00 m) |
39.37 ft (12.00 m) |
52.49 ft (16.00 m) |
65.62 ft (20.00 m) |
|---|---|---|---|---|---|---|---|---|
| Centre Point Load (CPL) | lbs (kg) | 2547.22 (1155.40) |
1681.02 (762.50) |
1242.74 (563.70) |
975.54 (442.50) |
794.10 (360.20) |
559.53 (253.80) |
410.50 (186.20) |
| Deflection | in (mm) | 0.48 (12.30) |
1.09 (27.80) |
1.96 (49.70) |
3.08 (78.30) |
4.48 (113.70) |
8.13 (206.40) |
13.03 (331.10) |
| Third Point Load (TPL) | lbs (kg) | 1466.73 (665.30) |
1260.82 (571.90) |
932.11 (422.80) |
731.71 (331.90) |
595.47 (270.10) |
419.54 (190.30) |
307.76 (139.60) |
| Deflection | in (mm) | 0.48 (12.10) |
1.39 (35.40) |
2.48 (63.00) |
3.88 (98.50) |
5.59 (142.10) |
10.00 (253.90) |
15.71 (399.20) |
| Quarter Point Load (QPL) | lbs (kg) | 977.75 (443.50) |
840.62 (381.30) |
621.26 (281.80) |
487.88 (221.30) |
397.05 (180.10) |
279.77 (126.90) |
205.25 (93.10) |
| Deflection | in (mm) | 0.44 (11.20) |
1.30 (32.90) |
2.31 (58.70) |
3.62 (91.90) |
5.23 (132.90) |
9.39 (238.50) |
14.85 (377.10) |
| Fifth Point Load (FPL) | lbs (kg) | 733.26 (332.60) |
700.41 (317.70) |
517.87 (234.90) |
406.53 (184.40) |
330.91 (150.10) |
233.03 (105.70) |
171.07 (77.60) |
| Deflection | in (mm) | 0.42 (10.70) |
1.37 (34.90) |
2.44 (62.10) |
3.83 (97.20) |
5.52 (140.30) |
9.88 (250.90) |
15.54 (394.90) |
| Uniformly Distributed Load (UDL) | lbs/ft (kg/m) | 223.50 (332.60) |
147.97 (220.20) |
94.68 (140.90) |
59.47 (88.50) |
40.32 (60.00) |
21.30 (31.70) |
12.50 (18.60) |
| Deflection | in (mm) | 0.35 (8.90) |
1.19 (30.10) |
2.43 (61.60) |
3.80 (96.50) |
5.48 (139.30) |
9.81 (249.20) |
15.44 (392.40) |
Higher loading values available for U version
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
