Key Benefits
M222 quatro 0,578m 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)
- 578.0
- Width (mm)
- 222.0
- Height (mm)
- 222.0
- Main Chord Size (mm)
- 32x1,5
- Brace Size (mm)
- 10x1,5
Others
- Material
- Aluminium
- Weight per meter (kg)
- 2.22
- 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 | 373.00822.32 | 290.00639.34 | 234.00515.88 | 194.00427.70 | 163.00359.35 | 141.00310.85 | 122.20269.40 |
| Deflection | mmin | 1.700.07 | 4.400.17 | 8.500.33 | 14.000.55 | 20.600.81 | 28.701.13 | 38.101.50 |
| Third Point Load (TPL) | kglbs | 258.90570.78 | 188.00414.47 | 156.00343.92 | 133.00293.21 | 116.00255.74 | 101.00222.67 | 89.00196.21 |
| Deflection | mmin | 2.000.08 | 4.900.19 | 9.700.38 | 16.200.64 | 24.700.97 | 34.801.37 | 46.401.83 |
| Quarter Point Load (QPL) | kglbs | 172.60380.52 | 144.00317.47 | 125.00275.58 | 101.90224.65 | 83.90184.97 | 71.00156.53 | 61.10134.70 |
| Deflection | mmin | 1.800.07 | 5.200.20 | 10.700.42 | 17.300.68 | 25.000.98 | 34.101.34 | 44.601.76 |
| Fifth Point Load (FPL) | kglbs | 129.50285.50 | 119.00262.35 | 102.00224.87 | 83.00182.98 | 69.90154.10 | 59.10130.29 | 50.90112.22 |
| Deflection | mmin | 1.800.07 | 5.400.21 | 11.100.44 | 18.000.71 | 26.401.04 | 36.001.42 | 47.101.85 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 258.90173.97 | 171.90115.51 | 128.4086.28 | 81.5054.77 | 56.0037.63 | 40.6027.28 | 30.6020.56 |
| Deflection | mmin | 1.500.06 | 4.900.19 | 11.600.46 | 18.200.72 | 26.201.03 | 35.801.41 | 46.801.84 |
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
