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M520 quatro 1,6m length truss
M520 quatro 1,6m length truss
QTP1600|1.6m

M520 quatro 1,6m 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 quatro 1,6m 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)
0.0
Width (mm)
0.0
Height (mm)
0.0
Main Chord Size (mm)
50x4
Brace Size (mm)
25x3

Others

Material
Aluminium
Weight per meter (kg)
12.86
Connection system
conical
Truss Connector
CCO
Pin Type
PO
Standard Color
Natural Aluminium
Optional Color
true
Cell Clamps Compatibility
200, 400, 500, 600
Spanmft6.0019.698.0026.2510.0032.8112.0039.3714.0045.9316.0052.49
Centre Point Load (CPL)kglbs2 367.005 218.341 956.004 312.241 652.003 642.031 402.303 091.541 184.902 612.251 019.602 247.83
Deflectionmmin11.800.4623.400.9239.001.5458.102.2979.603.13104.504.11
Third Point Load (TPL)kglbs1 451.003 198.901 257.002 771.211 098.002 420.67968.002 134.07862.001 900.38764.701 685.87
Deflectionmmin12.300.4825.601.0144.001.7367.802.6797.303.83130.905.15
Quarter Point Load (QPL)kglbs1 083.002 387.60967.002 131.87851.501 877.23701.201 545.88592.501 306.24509.801 123.92
Deflectionmmin12.800.5027.401.0847.501.8768.502.7093.403.68122.404.82
Fifth Point Load (FPL)kglbs866.001 909.20797.001 757.08709.601 564.40584.301 288.16493.701 088.42424.80936.52
Deflectionmmin13.100.5228.701.1350.301.9872.502.8598.803.89129.205.09
Uniformly Distributed Load (UDL)kg/mlbs/ft817.20549.13537.30361.05340.60228.87233.70157.04169.30113.76127.5085.68
Deflectionmmin15.200.6031.901.2649.901.9671.902.8398.103.86128.305.05
Spanmft18.0059.0620.0065.6222.0072.1824.0078.7426.0085.3028.0091.8630.0098.43
Centre Point Load (CPL)kglbs889.001 959.91782.701 725.56694.001 530.01618.601 363.78553.401 220.04496.101 093.71445.30981.72
Deflectionmmin133.205.24165.706.52202.107.96242.709.56287.6011.32336.9013.26391.0015.39
Third Point Load (TPL)kglbs666.801 470.04587.001 294.11520.501 147.50463.901 022.72415.00914.92372.10820.34334.00736.34
Deflectionmmin166.006.54205.208.08248.809.80296.7011.68349.0013.74405.8015.98467.0018.39
Quarter Point Load (QPL)kglbs444.50979.95391.30862.67347.00765.00309.30681.89276.70610.02248.10546.97222.70490.97
Deflectionmmin155.306.11192.407.57233.609.20279.2010.99329.1012.96383.4015.09442.3017.41
Fifth Point Load (FPL)kglbs370.40816.59326.10718.93289.20637.58257.70568.13230.60508.39206.70455.69185.60409.18
Deflectionmmin163.906.45202.707.98245.809.68293.3011.55345.1013.59401.4015.80462.2018.20
Uniformly Distributed Load (UDL)kg/mlbs/ft98.8066.3978.3052.6263.1042.4051.5034.6142.6028.6335.4023.7929.7019.96
Deflectionmmin162.706.41201.307.93244.209.61291.3011.47342.9013.50398.9015.70459.4018.09
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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