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M520 fold 1m length truss
M520 fold 1m length truss
FTP1000|1m

M520 fold 1m length truss

M520 is a high-capacity truss system. All events which require an outdoor stage, concert stage or podium will be well-served by the M520.

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Key Benefits

High-capacity M520 Series truss range
Connection kit supplied with every truss length & junction
Square or compact folding formats available
Cell clamp 200 / 400 / 500 / 600 series compatible
Super-size conical connection for maximum rigidity
Powder coat colour finish available on request
User-friendly tapered pin hole orientation for ease of assembly
Great free-span & loading characteristics (up to 24m / 78.74 ft)

M520 fold 1m length truss

M520 is a high-capacity truss system which adapts to its users' needs. All events which require an outdoor stage, concert stage or podium will be well-served by the M520. Pin holes are located at a 90 degree angle to the ground for convenient access when truss is lying on a flat surface.

Dimensions

Length (mm)
1000.0
Width (mm)
579.0
Height (mm)
528.0
Main Chord Size (mm)
50x4
Brace Size (mm)
25x3

Others

Material
Aluminium
Weight per meter (kg)
10.78
Connection system
conical
Truss Connector
CCO
Pin Type
PO
Standard Color
Natural Aluminium
Optional Color
true
Cell Clamps Compatibility
200, 400, 500, 600
Spanmft4.0013.126.0019.698.0026.2510.0032.8112.0039.37
Centre Point Load (CPL)kglbs2 584.905 698.722 308.005 088.261 927.004 248.301 627.003 586.921 393.703 072.58
Deflectionmmin3.800.1511.600.4623.200.9138.801.5358.402.30
Third Point Load (TPL)kglbs1 292.402 849.251 282.302 826.981 221.002 691.841 073.002 365.56951.002 096.59
Deflectionmmin3.300.1311.000.4325.000.9843.401.7167.302.65
Quarter Point Load (QPL)kglbs861.601 899.50854.901 884.73848.201 869.96841.401 854.97696.901 536.40
Deflectionmmin3.000.1210.200.4024.200.9547.301.8668.702.70
Fifth Point Load (FPL)kglbs646.201 424.63641.201 413.60636.101 402.36631.101 391.34580.701 280.22
Deflectionmmin2.900.119.800.3923.200.9145.201.7872.702.86
Uniformly Distributed Load (UDL)kg/mlbs/ft646.20434.23427.40287.20318.10213.75252.40169.60208.70140.24
Deflectionmmin2.400.098.300.3219.300.7637.701.4865.102.56
Spanmft14.0045.9316.0052.4918.0059.0620.0065.6222.0072.1824.0078.74
Centre Point Load (CPL)kglbs1 175.902 592.411 010.002 226.67878.701 937.20771.601 701.08682.201 503.99606.001 336.00
Deflectionmmin79.903.15105.004.13133.905.27166.706.56203.508.01244.609.63
Third Point Load (TPL)kglbs855.001 884.95757.501 670.00659.001 452.84578.701 275.81511.701 128.10454.501 002.00
Deflectionmmin97.503.84131.305.17166.406.55205.908.11249.609.83297.8011.72
Quarter Point Load (QPL)kglbs587.901 296.10505.001 113.33439.30968.49385.80850.54341.10752.00303.00668.00
Deflectionmmin93.703.69122.804.83155.906.14193.107.60234.609.24280.5011.04
Fifth Point Load (FPL)kglbs489.901 080.04420.80927.70366.10807.11321.50708.79284.30626.77252.50556.67
Deflectionmmin99.103.90129.605.10164.406.47203.408.01246.709.71294.4011.59
Uniformly Distributed Load (UDL)kg/mlbs/ft168.00112.89126.2084.8097.6065.5877.2051.8862.0041.6650.5033.93
Deflectionmmin98.303.87128.705.07163.206.43202.007.95245.009.65292.4011.51
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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