Key Benefits
M1200 1,5m length truss
The MILOS M1200 RTR Truss boasts a maximum 50m span. For example, on 36m span, it has an incredible UDL of 120 kg/meter with just 278mm deflection. It can therefore withstand even the heaviest loads Certainly, the most frequent application of the M1200 RTR Truss is in building large scale roofs or supportive truss lines for suspending heavy audio-visual equipment in either indoor or outdoor roof systems requiring trusses. There are times when you really need to go big, this truss is the perfect solution for maximum loading specifications and free-span characteristics for your temporary or permanent installations. The lights can be suspended both on strings from 48x3 pipes and on main tubes of a 60 cm diameter when using the cell 300 series. It is also large enough to accommodate lighting equipment inside the truss itself. This is extremely useful for repeated installations. The light fixtures can simply be left in the truss and used in the grid at various locations throughout the season. The M1200 RTR-Truss series comes with a truss connection made specifically for the MILOS Conical Connection Type R. This allows a fast connection for quick, simple, and secure assembly.
Dimensions
- Length (mm)
- 1500.0
- Width (mm)
- 797.0
- Height (mm)
- 1298.0
- Main Chord Size (mm)
- 60x8
- Brace Size (mm)
- 50x4, 48x3
Others
- Material
- Aluminium
- Weight per meter (kg)
- 35.14
- Connection system
- conical
- Truss Connector
- CCR
- Pin Type
- PR
- Standard Color
- Natural Aluminium
- Optional Color
- true
- Cell Clamps Compatibility
- 300
| Span | mft | 8.0026.25 | 10.0032.81 | 12.0039.37 | 14.0045.93 | 16.0052.49 | 18.0059.06 | 20.0065.62 | 22.0072.18 |
| Centre Point Load (CPL) | kglbs | 8 678.0019 131.72 | 8 622.0019 008.26 | 7 709.0016 995.44 | 6 560.0014 462.32 | 5 692.0012 548.71 | 5 011.0011 047.36 | 4 461.009 834.82 | 4 006.008 831.72 |
| Deflection | mmin | 11.000.43 | 17.000.67 | 24.000.94 | 33.001.30 | 44.001.73 | 56.002.20 | 69.002.72 | 84.003.31 |
| Third Point Load (TPL) | kglbs | 4 342.009 572.47 | 4 315.009 512.95 | 4 288.009 453.42 | 4 260.009 391.69 | 4 233.009 332.17 | 3 758.008 284.97 | 3 346.007 376.67 | 3 005.006 624.89 |
| Deflection | mmin | 10.000.39 | 20.000.79 | 31.001.22 | 42.001.65 | 55.002.17 | 70.002.76 | 87.003.43 | 105.004.13 |
| Quarter Point Load (QPL) | kglbs | 2 932.006 463.95 | 2 923.006 444.11 | 2 915.006 426.47 | 2 906.006 406.63 | 2 846.006 274.36 | 2 505.005 522.58 | 2 230.004 916.31 | 2 003.004 415.86 |
| Deflection | mmin | 10.000.39 | 19.000.75 | 29.001.14 | 39.001.54 | 52.002.05 | 65.002.56 | 81.003.19 | 98.003.86 |
| Fifth Point Load (FPL) | kglbs | 2 193.004 834.74 | 2 185.004 817.10 | 2 176.004 797.26 | 2 168.004 779.62 | 2 160.004 761.98 | 2 088.004 603.25 | 1 859.004 098.39 | 1 669.003 679.52 |
| Deflection | mmin | 9.000.35 | 18.000.71 | 31.001.22 | 42.001.65 | 55.002.17 | 69.002.72 | 85.003.35 | 103.004.06 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 1 099.00738.50 | 876.00588.50 | 711.00477.50 | 610.00410.00 | 532.00357.50 | 470.00318.50 | 425.00285.50 | 364.00244.50 |
| Deflection | mmin | 5.000.20 | 10.000.39 | 17.000.67 | 27.001.06 | 41.001.61 | 58.002.28 | 81.003.19 | 103.004.06 |
| Span | mft | 24.0078.74 | 26.0085.30 | 28.0091.86 | 30.0098.43 | 32.00104.99 | 34.00111.55 | 36.00118.11 | 38.00124.67 |
| Centre Point Load (CPL) | kglbs | 3 623.007 987.35 | 3 295.007 264.23 | 3 010.006 635.91 | 2 760.006 084.76 | 2 538.005 595.33 | 2 338.005 154.41 | 2 159.004 759.78 | 1 995.004 398.22 |
| Deflection | mmin | 100.003.94 | 118.004.65 | 138.005.43 | 159.006.26 | 182.007.17 | 207.008.15 | 233.009.17 | 262.0010.31 |
| Third Point Load (TPL) | kglbs | 2 717.005 989.96 | 2 471.005 447.62 | 2 258.004 978.04 | 2 070.004 563.57 | 1 903.004 195.40 | 1 754.003 866.91 | 1 619.003 569.28 | 1 496.003 298.12 |
| Deflection | mmin | 125.004.92 | 147.005.79 | 170.006.69 | 196.007.72 | 223.008.78 | 252.009.92 | 283.0011.14 | 316.0012.44 |
| Quarter Point Load (QPL) | kglbs | 1 812.003 994.78 | 1 648.003 633.22 | 1 505.003 317.96 | 1 380.003 042.38 | 1 269.002 797.67 | 1 169.002 577.20 | 1 079.002 378.79 | 997.002 198.01 |
| Deflection | mmin | 117.004.61 | 137.005.39 | 160.006.30 | 184.007.24 | 210.008.27 | 237.009.33 | 267.0010.51 | 298.0011.73 |
| Fifth Point Load (FPL) | kglbs | 1 510.003 328.98 | 1 373.003 026.95 | 1 254.002 764.60 | 1 150.002 535.32 | 1 057.002 330.29 | 974.002 147.30 | 899.001 981.96 | 831.001 832.04 |
| Deflection | mmin | 123.004.84 | 145.005.71 | 168.006.61 | 193.007.60 | 220.008.66 | 249.009.80 | 280.0011.02 | 313.0012.32 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 302.00203.00 | 253.00170.00 | 215.00144.50 | 184.00123.50 | 159.00106.50 | 138.0092.50 | 120.0080.50 | 105.0070.50 |
| Deflection | mmin | 122.004.80 | 144.005.67 | 167.006.57 | 192.007.56 | 219.008.62 | 248.009.76 | 278.0010.94 | 311.0012.24 |
| Span | mft | 40.00131.23 | 42.00137.79 | 44.00144.36 | 46.00150.92 | 48.00157.48 | 50.00164.04 |
| Centre Point Load (CPL) | kglbs | 1 845.004 067.53 | 1 707.003 763.29 | 1 579.003 481.10 | 1 460.003 218.75 | 1 349.002 974.04 | 1 245.002 744.76 |
| Deflection | mmin | 292.0011.50 | 325.0012.80 | 360.0014.17 | 396.0015.59 | 435.0017.13 | 477.0018.78 |
| Third Point Load (TPL) | kglbs | 1 384.003 051.20 | 1 280.002 821.92 | 1 184.002 610.27 | 1 095.002 414.06 | 1 012.002 231.08 | 934.002 059.12 |
| Deflection | mmin | 351.0013.82 | 388.0015.28 | 426.0016.77 | 467.0018.39 | 509.0020.04 | 554.0021.81 |
| Quarter Point Load (QPL) | kglbs | 923.002 034.87 | 854.001 882.75 | 790.001 741.65 | 730.001 609.37 | 675.001 488.12 | 622.001 371.28 |
| Deflection | mmin | 332.0013.07 | 367.0014.45 | 405.0015.94 | 444.0017.48 | 485.0019.09 | 529.0020.83 |
| Fifth Point Load (FPL) | kglbs | 769.001 695.35 | 711.001 567.49 | 658.001 450.64 | 608.001 340.41 | 562.001 239.00 | 519.001 144.20 |
| Deflection | mmin | 347.0013.66 | 384.0015.12 | 422.0016.61 | 462.0018.19 | 505.0019.88 | 549.0021.61 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 92.0061.50 | 81.0054.50 | 72.0048.00 | 63.0042.00 | 56.0037.50 | 50.0033.50 |
| Deflection | mmin | 345.0013.58 | 381.0015.00 | 420.0016.54 | 460.0018.11 | 502.0019.76 | 546.0021.50 |
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
