Key Benefits
M390K quatro 5m length truss
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.
Dimensions
- Length (mm)
- 5000.0
- Width (mm)
- 390.0
- Height (mm)
- 390.0
- Main Chord Size (mm)
- 50x2
- Brace Size (mm)
- 20x2
Others
- Material
- Aluminium
- Weight per meter (kg)
- 5.5
- 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 | 16.0052.49 | 20.0065.61 |
| Centre Point Load (CPL) | kglbs | 1 491.003 287.09 | 1 083.302 388.26 | 802.701 769.65 | 632.101 393.54 | 516.501 138.69 | 367.80810.86 | 274.10604.28 |
| Deflection | mmin | 8.000.31 | 19.800.78 | 35.401.39 | 55.602.19 | 80.703.18 | 146.005.75 | 233.409.18 |
| Third Point Load (TPL) | kglbs | 946.002 085.57 | 747.001 646.85 | 602.001 327.18 | 474.101 045.21 | 387.40854.07 | 275.80608.03 | 205.50453.04 |
| Deflection | mmin | 8.600.34 | 23.200.91 | 44.901.77 | 70.202.76 | 101.203.98 | 180.707.11 | 283.9011.17 |
| Quarter Point Load (QPL) | kglbs | 713.001 571.89 | 541.701 194.24 | 401.30884.71 | 316.00696.66 | 258.20569.23 | 183.90405.43 | 137.00302.03 |
| Deflection | mmin | 9.100.36 | 23.500.93 | 41.801.65 | 65.502.58 | 94.603.72 | 169.406.67 | 267.4010.52 |
| Fifth Point Load (FPL) | kglbs | 586.001 291.91 | 451.40995.17 | 334.50737.45 | 263.40580.70 | 215.20474.43 | 153.20337.75 | 114.20251.76 |
| Deflection | mmin | 9.500.37 | 24.900.98 | 44.301.74 | 69.302.73 | 99.903.93 | 178.507.03 | 280.6011.04 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 623.30418.84 | 361.10242.65 | 200.70134.86 | 126.4084.94 | 86.1057.86 | 46.0030.91 | 27.3018.41 |
| Deflection | mmin | 8.400.33 | 24.700.97 | 43.901.73 | 68.702.70 | 99.203.91 | 177.206.98 | 278.8010.97 |
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
