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M400 quatro 3m length truss
M400 quatro 3m length truss
QTO3000|3m

M400 quatro 3m 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.

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Key Benefits

Compact medium-duty M400 Series truss range
Great free-span & loading characteristics (up to 20m / 65.61 ft)
Square or compact rectangular format for low volume
Connection kit supplied with every truss length & junction
Super-size conical connection for maximum rigidity
Cell clamp 200 / 400 / 500 / 600 series compatible
User-friendly tapered pin holes with 90 degree orientation to ground when laid flat for ease of assembly
Powder coat colour finish available on request

M400 quatro 3m 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)
3000.0
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
Spanmft4.0013.125.0016.406.0019.697.0022.978.0026.259.0029.5310.0032.81
Centre Point Load (CPL)kglbs2 348.005 176.452 048.004 515.061 790.003 946.271 556.603 431.711 353.302 983.511 194.102 632.541 065.802 349.68
Deflectionmmin8.500.3314.500.5722.100.8730.701.2140.201.5851.002.0163.102.48
Third Point Load (TPL)kglbs1 471.003 243.001 305.002 877.031 178.002 597.041 062.002 341.31964.002 125.25887.001 955.50799.301 762.15
Deflectionmmin9.000.3515.700.6224.700.9735.501.4048.401.9163.902.5279.703.14
Quarter Point Load (QPL)kglbs1 091.002 405.241 002.002 209.03913.102 013.04778.301 715.86676.601 491.65597.001 316.16532.901 174.84
Deflectionmmin9.400.3716.800.6626.601.0536.301.4347.401.8760.102.3774.302.93
Fifth Point Load (FPL)kglbs875.00587.97816.00548.33760.90511.30648.60435.84563.90378.92497.50334.30444.10298.42
Deflectionmmin9.500.3717.500.6928.201.1138.401.5150.201.9863.602.5078.603.09
Uniformly Distributed Load (UDL)kg/mlbs/ft1 230.50826.86880.70591.85608.70409.00444.70298.80338.30227.35265.30178.25213.20155.37
Deflectionmmin11.100.4419.400.7628.001.1038.101.5049.801.9663.102.4878.003.07
Spanmft11.0036.0912.0039.3713.0042.6514.0045.9315.0049.2116.0052.4918.0059.0620.0065.62
Centre Point Load (CPL)kglbs959.902 116.21871.001 920.22795.001 752.67729.201 607.61671.501 480.40620.501 367.97533.901 177.05462.701 020.08
Deflectionmmin76.603.0291.603.61107.904.25125.604.94144.905.70165.706.52211.908.34264.7010.42
Third Point Load (TPL)kglbs720.001 587.33653.201 440.06596.201 314.39546.901 205.71503.601 110.25465.401 026.03400.40882.73347.00765.00
Deflectionmmin96.503.80114.904.52135.005.31156.706.17180.007.09205.108.07260.2010.24322.1012.68
Quarter Point Load (QPL)kglbs480.001 058.22435.50960.11397.50876.34364.60803.80335.80740.31310.20683.87266.90588.41231.30509.93
Deflectionmmin90.003.54107.304.22126.204.97146.605.77168.606.64192.307.57244.509.63303.5011.95
Fifth Point Load (FPL)kglbs400.00268.79362.90243.86331.20222.56303.80204.14279.80188.02258.50173.70222.40149.45192.80129.56
Deflectionmmin95.203.75113.404.46133.205.24154.706.09177.807.00202.607.98257.1010.12318.4012.54
Uniformly Distributed Load (UDL)kg/mlbs/ft174.50117.25145.2097.60122.3082.19104.2070.0289.5060.1477.6052.1559.3039.8546.3031.10
Deflectionmmin94.503.72112.604.43132.305.21153.606.05176.506.95201.107.92255.4010.06316.4012.46
Loading table legend and notes
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

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