Key Benefits
M400 quatro 1,5m length truss
M400 has been specifically designed for heavy-duty applications and is ideally suited for the truss stage and rental markets. Pin holes are located at a 90 degree angle to the ground for convenient access when truss is lying on a flat surface. Trust the strength and reliability of the M400 for your events that require an outdoor stage or concert stage.
Dimensions
- Length (mm)
- 1500.0
- Width (mm)
- 358.0
- Height (mm)
- 358.0
- Main Chord Size (mm)
- 50x4
- Brace Size (mm)
- 25x3
Others
- Material
- Aluminium
- Weight per meter (kg)
- 9.97
- Connection system
- conical
- Truss Connector
- CCO
- Pin Type
- PO
- Truss Integrated Ladder
- true
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 200, 400, 500, 600
| Span | mft | 4.0013.12 | 5.0016.40 | 6.0019.69 | 7.0022.97 | 8.0026.25 | 9.0029.53 | 10.0032.81 |
| Centre Point Load (CPL) | kglbs | 2 348.005 176.45 | 2 048.004 515.06 | 1 790.003 946.27 | 1 556.603 431.71 | 1 353.302 983.51 | 1 194.102 632.54 | 1 065.802 349.68 |
| Deflection | mmin | 8.500.33 | 14.500.57 | 22.100.87 | 30.701.21 | 40.201.58 | 51.002.01 | 63.102.48 |
| Third Point Load (TPL) | kglbs | 1 471.003 243.00 | 1 305.002 877.03 | 1 178.002 597.04 | 1 062.002 341.31 | 964.002 125.25 | 887.001 955.50 | 799.301 762.15 |
| Deflection | mmin | 9.000.35 | 15.700.62 | 24.700.97 | 35.501.40 | 48.401.91 | 63.902.52 | 79.703.14 |
| Quarter Point Load (QPL) | kglbs | 1 091.002 405.24 | 1 002.002 209.03 | 913.102 013.04 | 778.301 715.86 | 676.601 491.65 | 597.001 316.16 | 532.901 174.84 |
| Deflection | mmin | 9.400.37 | 16.800.66 | 26.601.05 | 36.301.43 | 47.401.87 | 60.102.37 | 74.302.93 |
| Fifth Point Load (FPL) | kglbs | 875.00587.97 | 816.00548.33 | 760.90511.30 | 648.60435.84 | 563.90378.92 | 497.50334.30 | 444.10298.42 |
| Deflection | mmin | 9.500.37 | 17.500.69 | 28.201.11 | 38.401.51 | 50.201.98 | 63.602.50 | 78.603.09 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 1 230.50826.86 | 880.70591.85 | 608.70409.00 | 444.70298.80 | 338.30227.35 | 265.30178.25 | 213.20155.37 |
| Deflection | mmin | 11.100.44 | 19.400.76 | 28.001.10 | 38.101.50 | 49.801.96 | 63.102.48 | 78.003.07 |
| Span | mft | 11.0036.09 | 12.0039.37 | 13.0042.65 | 14.0045.93 | 15.0049.21 | 16.0052.49 | 18.0059.06 | 20.0065.62 |
| Centre Point Load (CPL) | kglbs | 959.902 116.21 | 871.001 920.22 | 795.001 752.67 | 729.201 607.61 | 671.501 480.40 | 620.501 367.97 | 533.901 177.05 | 462.701 020.08 |
| Deflection | mmin | 76.603.02 | 91.603.61 | 107.904.25 | 125.604.94 | 144.905.70 | 165.706.52 | 211.908.34 | 264.7010.42 |
| Third Point Load (TPL) | kglbs | 720.001 587.33 | 653.201 440.06 | 596.201 314.39 | 546.901 205.71 | 503.601 110.25 | 465.401 026.03 | 400.40882.73 | 347.00765.00 |
| Deflection | mmin | 96.503.80 | 114.904.52 | 135.005.31 | 156.706.17 | 180.007.09 | 205.108.07 | 260.2010.24 | 322.1012.68 |
| Quarter Point Load (QPL) | kglbs | 480.001 058.22 | 435.50960.11 | 397.50876.34 | 364.60803.80 | 335.80740.31 | 310.20683.87 | 266.90588.41 | 231.30509.93 |
| Deflection | mmin | 90.003.54 | 107.304.22 | 126.204.97 | 146.605.77 | 168.606.64 | 192.307.57 | 244.509.63 | 303.5011.95 |
| Fifth Point Load (FPL) | kglbs | 400.00268.79 | 362.90243.86 | 331.20222.56 | 303.80204.14 | 279.80188.02 | 258.50173.70 | 222.40149.45 | 192.80129.56 |
| Deflection | mmin | 95.203.75 | 113.404.46 | 133.205.24 | 154.706.09 | 177.807.00 | 202.607.98 | 257.1010.12 | 318.4012.54 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 174.50117.25 | 145.2097.60 | 122.3082.19 | 104.2070.02 | 89.5060.14 | 77.6052.15 | 59.3039.85 | 46.3031.10 |
| Deflection | mmin | 94.503.72 | 112.604.43 | 132.305.21 | 153.606.05 | 176.506.95 | 201.107.92 | 255.4010.06 | 316.4012.46 |
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
