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M760 rectangular 1,5m length truss
RTP1500|1.5m

M760 rectangular 1,5m length truss

M760 is a high-capacity truss system. All events which require an outdoor stage, concert stage or podium will be well-served by the M760.

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Key Benefits

NEW high-capacity M760 Series truss range
Connection kit supplied with every truss length & junction
Super-size conical connection for maximum rigidity
Compatible with 200 / 400 / 500 / 600 series cell clamps
User-friendly tapered pin hole orientation for ease of assembly
Powder coat colour finish available on request
Great free-span & loading characteristics (up to 30m / 98.43 ft)

M760 rectangular 1,5m length truss

M760 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 M760. 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)
1500.0
Width (mm)
529.0
Height (mm)
771.0
Main Chord Size (mm)
50x4
Brace Size (mm)
30x3

Others

Material
Aluminium
Weight per meter (kg)
17.6
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
Spanmft8.0026.2510.0032.8112.0039.3714.0045.9316.0052.4918.0059.06
Centre Point Load (CPL)kglbs3 238.207 139.002 557.505 638.322 097.604 624.411 763.903 888.731 509.003 326.771 306.702 880.78
Deflectionmmin17.000.6726.701.0538.701.5253.002.0969.802.7589.103.51
Third Point Load (TPL)kglbs2 121.504 677.101 918.204 228.901 573.203 468.311 322.902 916.491 131.802 495.19980.002 160.53
Deflectionmmin18.900.7433.801.3348.701.9266.402.6186.803.42110.104.33
Quarter Point Load (QPL)kglbs1 414.303 117.991 278.802 819.271 048.802 312.21882.001 944.47754.501 663.39653.301 440.28
Deflectionmmin17.600.6931.501.2445.401.7962.002.4481.303.20103.304.07
Fifth Point Load (FPL)kglbs1 060.802 338.661 051.602 318.38874.001 926.84735.001 620.40628.801 386.27544.501 200.42
Deflectionmmin16.800.6632.901.3048.001.8965.502.5885.703.37108.804.28
Uniformly Distributed Load (UDL)kg/mlbs/ft530.40356.41420.60282.63347.50233.51252.00169.34188.60126.73145.2097.57
Deflectionmmin14.000.5527.401.0847.401.8765.002.5685.103.35108.004.25
Spanmft20.0065.6222.0072.1824.0078.7426.0085.3028.0091.8630.0098.4332.00104.98
Centre Point Load (CPL)kglbs1 141.202 515.911 002.402 209.91883.701 948.22780.401 720.49689.301 519.64607.901 340.19534.301 177.93
Deflectionmmin111.004.37135.805.35163.506.44194.307.65228.308.99265.8010.46306.9012.08
Third Point Load (TPL)kglbs855.901 886.93751.801 657.43662.801 461.22585.301 290.36517.001 139.79455.901 005.09400.70883.39
Deflectionmmin136.205.36165.306.51197.207.76232.209.14270.1010.63311.1012.25355.3013.99
Quarter Point Load (QPL)kglbs570.601 257.96501.201 104.96441.80974.00390.20860.24344.60759.71303.90669.98267.20589.08
Deflectionmmin128.105.04155.706.13186.307.33219.808.65256.5010.10296.4011.67339.6013.37
Fifth Point Load (FPL)kglbs475.501 048.30417.70920.87368.20811.74325.20716.94287.20633.17253.30558.43222.60490.75
Deflectionmmin134.605.30163.406.43195.107.68229.709.04267.4010.53308.2012.13352.2013.87
Uniformly Distributed Load (UDL)kg/mlbs/ft114.1076.6791.1061.2273.6049.4660.0040.3249.2033.0640.5027.2133.4073.63
Deflectionmmin133.705.26162.306.39193.907.63228.408.99265.9010.47306.6012.07350.4013.80
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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