Key Benefits
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
| Span | mft | 8.0026.25 | 10.0032.81 | 12.0039.37 | 14.0045.93 | 16.0052.49 | 18.0059.06 |
| Centre Point Load (CPL) | kglbs | 3 238.207 139.00 | 2 557.505 638.32 | 2 097.604 624.41 | 1 763.903 888.73 | 1 509.003 326.77 | 1 306.702 880.78 |
| Deflection | mmin | 17.000.67 | 26.701.05 | 38.701.52 | 53.002.09 | 69.802.75 | 89.103.51 |
| Third Point Load (TPL) | kglbs | 2 121.504 677.10 | 1 918.204 228.90 | 1 573.203 468.31 | 1 322.902 916.49 | 1 131.802 495.19 | 980.002 160.53 |
| Deflection | mmin | 18.900.74 | 33.801.33 | 48.701.92 | 66.402.61 | 86.803.42 | 110.104.33 |
| Quarter Point Load (QPL) | kglbs | 1 414.303 117.99 | 1 278.802 819.27 | 1 048.802 312.21 | 882.001 944.47 | 754.501 663.39 | 653.301 440.28 |
| Deflection | mmin | 17.600.69 | 31.501.24 | 45.401.79 | 62.002.44 | 81.303.20 | 103.304.07 |
| Fifth Point Load (FPL) | kglbs | 1 060.802 338.66 | 1 051.602 318.38 | 874.001 926.84 | 735.001 620.40 | 628.801 386.27 | 544.501 200.42 |
| Deflection | mmin | 16.800.66 | 32.901.30 | 48.001.89 | 65.502.58 | 85.703.37 | 108.804.28 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 530.40356.41 | 420.60282.63 | 347.50233.51 | 252.00169.34 | 188.60126.73 | 145.2097.57 |
| Deflection | mmin | 14.000.55 | 27.401.08 | 47.401.87 | 65.002.56 | 85.103.35 | 108.004.25 |
| Span | mft | 20.0065.62 | 22.0072.18 | 24.0078.74 | 26.0085.30 | 28.0091.86 | 30.0098.43 | 32.00104.98 |
| Centre Point Load (CPL) | kglbs | 1 141.202 515.91 | 1 002.402 209.91 | 883.701 948.22 | 780.401 720.49 | 689.301 519.64 | 607.901 340.19 | 534.301 177.93 |
| Deflection | mmin | 111.004.37 | 135.805.35 | 163.506.44 | 194.307.65 | 228.308.99 | 265.8010.46 | 306.9012.08 |
| Third Point Load (TPL) | kglbs | 855.901 886.93 | 751.801 657.43 | 662.801 461.22 | 585.301 290.36 | 517.001 139.79 | 455.901 005.09 | 400.70883.39 |
| Deflection | mmin | 136.205.36 | 165.306.51 | 197.207.76 | 232.209.14 | 270.1010.63 | 311.1012.25 | 355.3013.99 |
| Quarter Point Load (QPL) | kglbs | 570.601 257.96 | 501.201 104.96 | 441.80974.00 | 390.20860.24 | 344.60759.71 | 303.90669.98 | 267.20589.08 |
| Deflection | mmin | 128.105.04 | 155.706.13 | 186.307.33 | 219.808.65 | 256.5010.10 | 296.4011.67 | 339.6013.37 |
| Fifth Point Load (FPL) | kglbs | 475.501 048.30 | 417.70920.87 | 368.20811.74 | 325.20716.94 | 287.20633.17 | 253.30558.43 | 222.60490.75 |
| Deflection | mmin | 134.605.30 | 163.406.43 | 195.107.68 | 229.709.04 | 267.4010.53 | 308.2012.13 | 352.2013.87 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 114.1076.67 | 91.1061.22 | 73.6049.46 | 60.0040.32 | 49.2033.06 | 40.5027.21 | 33.4073.63 |
| Deflection | mmin | 133.705.26 | 162.306.39 | 193.907.63 | 228.408.99 | 265.9010.47 | 306.6012.07 | 350.4013.80 |
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
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