Key Benefits
M222 trio 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)
- 197.0
- Main Chord Size (mm)
- 32x1,5
- Brace Size (mm)
- 10x1,5
Others
- Material
- Aluminium
- Weight per meter (kg)
- 1.7
- 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 | 222.00489.43 | 148.50327.39 | 110.00242.51 | 86.60190.92 | 70.70155.87 | 59.20130.51 | 50.30110.89 |
| Deflection | mmin | 2.000.08 | 4.500.18 | 8.100.32 | 12.700.50 | 18.400.72 | 25.301.00 | 33.401.31 |
| Third Point Load (TPL) | kglbs | 167.00368.17 | 110.00242.51 | 82.50181.88 | 64.90143.08 | 53.00116.84 | 44.4097.89 | 37.7083.11 |
| Deflection | mmin | 2.500.10 | 5.700.22 | 10.200.40 | 16.000.63 | 23.100.91 | 31.501.24 | 41.301.63 |
| Quarter Point Load (QPL) | kglbs | 112.30247.58 | 74.20163.58 | 55.00121.25 | 43.3095.46 | 35.4078.04 | 29.6065.26 | 25.2055.56 |
| Deflection | mmin | 2.400.09 | 5.400.21 | 9.500.37 | 14.900.59 | 21.600.85 | 29.501.16 | 38.701.52 |
| Fifth Point Load (FPL) | kglbs | 93.60206.35 | 61.90136.47 | 45.80100.97 | 36.1079.59 | 29.5065.04 | 24.7054.45 | 21.0046.30 |
| Deflection | mmin | 2.500.10 | 5.700.22 | 10.100.40 | 15.800.62 | 22.800.90 | 31.101.22 | 40.801.61 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 224.50150.86 | 99.0066.52 | 55.0036.96 | 34.6023.25 | 23.6015.86 | 16.9011.36 | 12.608.47 |
| Deflection | mmin | 2.500.10 | 5.600.22 | 10.000.39 | 15.700.62 | 22.600.89 | 30.901.22 | 40.501.59 |
TRIO figures are based on use in apex up/down orientation
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
