Key Benefits
M390LF duo 2m length truss HD
M390 is a larger format product line available in both a heavy duty "LF" Range and regular duty "KF" Range. It provides remarkable weight loading capabilities while fitting the needs of more substantial spans and booth designs such as concert stages, larger exhibit displays or any other types of indoor or outdoor stages. The M390 provides optimal truss support in every situation.Call or e-mail us today for more information or to request a quote.
Dimensions
- Length (mm)
- 2000.0
- Width (mm)
- 48.0
- Height (mm)
- 388.0
- Main Chord Size (mm)
- 48x3
- Brace Size (mm)
- 20x2
Others
- Material
- Aluminium
- Weight per meter (kg)
- 2.9
- 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 | 1 249.302 754.23 | 1 154.602 545.45 | 921.102 030.68 | 765.001 686.53 | 653.001 439.62 | 568.801 253.99 | 502.901 108.70 |
| Deflection | mmin | 4.000.16 | 8.800.35 | 13.700.54 | 19.800.78 | 27.001.06 | 35.301.39 | 44.801.76 |
| Third Point Load (TPL) | kglbs | 624.601 377.01 | 623.201 373.92 | 621.801 370.83 | 573.701 264.79 | 489.801 079.82 | 426.60940.49 | 377.20831.58 |
| Deflection | mmin | 3.400.13 | 8.100.32 | 15.800.62 | 25.200.99 | 34.401.35 | 44.901.77 | 56.802.24 |
| Quarter Point Load (QPL) | kglbs | 416.40918.00 | 415.50916.02 | 414.50913.81 | 382.50843.27 | 326.50719.81 | 284.40626.99 | 251.40554.24 |
| Deflection | mmin | 3.200.13 | 7.500.30 | 14.700.58 | 23.500.93 | 32.001.26 | 41.801.65 | 52.902.08 |
| Fifth Point Load (FPL) | kglbs | 312.30688.50 | 311.60686.96 | 310.90685.42 | 310.20683.87 | 272.10599.88 | 237.00522.49 | 209.50461.87 |
| Deflection | mmin | 3.000.12 | 7.200.28 | 14.000.55 | 24.200.95 | 33.901.33 | 44.301.74 | 56.102.21 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 416.40279.81 | 311.60209.39 | 248.70167.12 | 206.80138.96 | 176.80118.80 | 142.2095.55 | 111.7075.06 |
| Deflection | mmin | 2.500.10 | 5.900.23 | 11.600.46 | 20.100.79 | 31.901.26 | 43.901.73 | 55.602.19 |
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
