Key Benefits
M222 duo 1,5m length truss
The M222 system offers outstanding weight loading capabilities despite its small size and light weight. The combination of compact transport/storage size and reduced weight of the truss makes M222 the right choice for retail, truss display booths at trade shows and decorative applications.
Dimensions
- Length (mm)
- 1500.0
- Width (mm)
- 222.0
- Height (mm)
- 32.0
- Main Chord Size (mm)
- 32x1,5
- Brace Size (mm)
- 10x1,5
Others
- Material
- Aluminium
- Weight per meter (kg)
- 1.0
- Connection system
- conical
- Truss Connector
- CCM
- Pin Type
- PM
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 130
| Span | mft | 2.006.56 | 3.009.84 | 4.0013.12 | 5.0016.40 | 6.0019.69 | 7.0022.97 | 8.0026.25 |
| Centre Point Load (CPL) | kglbs | 233.00513.68 | 172.80380.96 | 128.80283.96 | 102.20225.31 | 84.30185.85 | 71.40157.41 | 61.70136.03 |
| Deflection | mmin | 2.100.08 | 5.200.20 | 9.300.37 | 14.600.57 | 21.200.83 | 28.901.14 | 38.001.50 |
| Third Point Load (TPL) | kglbs | 129.60285.72 | 118.00260.15 | 96.60212.97 | 76.70169.09 | 63.30139.55 | 53.60118.17 | 46.20101.85 |
| Deflection | mmin | 2.000.08 | 6.100.24 | 11.900.47 | 18.600.73 | 26.801.06 | 36.501.44 | 47.701.88 |
| Quarter Point Load (QPL) | kglbs | 86.40190.48 | 86.10189.82 | 64.40141.98 | 51.10112.66 | 42.2093.03 | 35.7078.70 | 30.8067.90 |
| Deflection | mmin | 1.800.07 | 6.200.24 | 11.100.44 | 17.300.68 | 25.000.98 | 34.001.34 | 44.501.75 |
| Fifth Point Load (FPL) | kglbs | 64.80142.86 | 64.60142.42 | 53.70118.39 | 42.6093.92 | 35.1077.38 | 29.8065.70 | 25.7056.66 |
| Deflection | mmin | 1.800.07 | 5.900.23 | 11.700.46 | 18.300.72 | 26.401.04 | 36.001.42 | 47.101.85 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 129.6087.09 | 86.1057.86 | 64.3043.21 | 40.9027.48 | 28.1018.88 | 20.4013.71 | 15.4010.35 |
| Deflection | mmin | 1.500.06 | 4.900.19 | 11.600.46 | 18.200.72 | 26.201.03 | 35.701.41 | 46.701.84 |
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
