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M400 rectangular 0,5m length truss
M400 rectangular 0,5m length truss
RTO500|0.5m

M400 rectangular 0,5m 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.

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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 rectangular 0,5m 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)
500.0
Width (mm)
266.0
Height (mm)
358.0
Main Chord Size (mm)
50x4
Brace Size (mm)
25x3

Others

Material
Aluminium
Weight per meter (kg)
8.83
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 349.005 178.652 049.004 517.271 792.003 950.681 558.903 436.781 355.802 989.021 196.902 638.711 069.002 356.74
Deflectionmmin8.500.3314.500.5722.000.8730.701.2140.101.5850.902.0063.102.48
Third Point Load (TPL)kglbs1 472.003 245.201 305.002 877.031 179.002 599.251 064.002 345.72976.002 151.71889.001 959.91801.701 767.44
Deflectionmmin9.000.3515.700.6224.700.9735.501.4048.901.9363.802.5179.603.13
Quarter Point Load (QPL)kglbs1 092.002 407.451 003.002 211.23914.102 015.24779.401 718.28677.901 494.51598.501 319.47534.501 178.37
Deflectionmmin9.400.3716.800.6626.601.0536.301.4347.401.8760.102.3774.302.93
Fifth Point Load (FPL)kglbs875.001 929.04817.001 801.17761.701 679.26649.501 431.90564.901 245.39498.701 099.44445.40981.94
Deflectionmmin9.500.3717.500.6928.201.1138.401.5150.201.9863.602.5078.603.09
Uniformly Distributed Load (UDL)kg/mlbs/ft1 231.10827.26881.30592.21609.40409.50445.40299.29339.00227.80266.00178.74213.80143.67
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)kglbs963.502 124.15874.801 928.60799.201 761.93733.701 617.53676.301 490.98625.601 379.21539.601 189.61469.101 034.19
Deflectionmmin76.503.0191.403.60107.704.24125.404.94144.505.69165.206.50211.208.31263.6010.38
Third Point Load (TPL)kglbs722.601 593.06656.101 446.45599.401 321.45550.301 213.20507.301 118.40469.201 034.41404.70892.21351.80775.59
Deflectionmmin96.403.80114.904.52134.905.31156.606.17179.907.08205.008.07260.0010.24321.8012.67
Quarter Point Load (QPL)kglbs481.701 061.97437.40964.30399.60880.97366.80808.65338.20745.60312.80689.61269.80594.81234.60517.20
Deflectionmmin90.003.54107.204.22126.104.96146.505.77168.406.63192.007.56244.109.61302.9011.93
Fifth Point Load (FPL)kglbs401.40884.93364.50803.58333.00734.14305.70673.95281.80621.26260.70574.74224.90495.82195.50431.00
Deflectionmmin95.203.75113.404.46133.205.24154.606.09177.707.00202.407.97256.9010.11318.1012.52
Uniformly Distributed Load (UDL)kg/mlbs/ft175.20117.73145.8097.97122.9082.58104.8070.4290.2060.6178.2052.5560.0040.3246.9031.52
Deflectionmmin94.403.72112.504.43132.205.20153.506.04176.406.94201.007.91255.1010.04316.0012.44
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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