Key Benefits
M950 fold 1m length truss
If you require maximum loading specifications and free-span characteristics for your temporary or permanent installations, look no further than the Milos M950 truss system. M950 is the newest and largest Milos truss system.Call or e-mail us today for more information or to receive a quote.
Dimensions
- Length (mm)
- 1000.0
- Width (mm)
- 1000.0
- Height (mm)
- 580.0
- Main Chord Size (mm)
- 60x6
- Brace Size (mm)
- 32x3
Others
- Material
- Aluminium
- Weight per meter (kg)
- 21.73
- Connection system
- conical
- Truss Connector
- CCO
- Pin Type
- PO
- Truss Integrated Ladder
- true
- 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 | 3 159.306 965.06 | 3 118.906 875.99 | 3 078.606 787.14 | 3 038.206 698.08 | 2 997.806 609.01 | 2 949.906 503.41 | 2 616.605 768.61 | 2 340.205 159.25 |
| Deflection | mmin | 5.400.21 | 10.600.42 | 18.200.72 | 28.801.13 | 42.801.69 | 60.502.38 | 75.102.96 | 91.403.60 |
| Third Point Load (TPL) | kglbs | 1 579.603 482.42 | 1 559.503 438.10 | 1 539.303 393.57 | 1 519.103 349.04 | 1 498.903 304.50 | 1 478.703 259.97 | 1 458.503 215.44 | 1 438.403 171.13 |
| Deflection | mmin | 4.700.19 | 9.100.36 | 15.600.61 | 24.800.98 | 36.901.45 | 52.402.06 | 71.702.82 | 95.203.75 |
| Quarter Point Load (QPL) | kglbs | 1 053.102 321.69 | 1 039.602 291.92 | 1 026.202 262.38 | 1 012.702 232.62 | 999.302 203.08 | 985.802 173.31 | 972.402 143.77 | 958.902 114.01 |
| Deflection | mmin | 4.300.17 | 8.500.33 | 14.600.57 | 23.100.91 | 34.501.36 | 49.001.93 | 67.102.64 | 89.203.51 |
| Fifth Point Load (FPL) | kglbs | 789.801 741.21 | 779.701 718.94 | 769.601 696.68 | 759.501 674.41 | 749.501 652.36 | 739.401 630.10 | 729.301 607.83 | 719.201 585.56 |
| Deflection | mmin | 4.100.16 | 8.100.32 | 14.000.55 | 22.200.87 | 33.101.30 | 47.001.85 | 64.402.54 | 85.703.37 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 394.90265.36 | 311.90209.59 | 256.50172.36 | 217.00145.82 | 187.40125.93 | 164.30110.40 | 145.9098.04 | 130.8087.89 |
| Deflection | mmin | 3.500.14 | 6.800.27 | 11.700.46 | 18.000.71 | 27.801.09 | 39.701.56 | 54.502.15 | 72.702.86 |
| 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 | 40.00131.23 |
| Centre Point Load (CPL) | kglbs | 2 106.504 644.03 | 1 905.604 201.12 | 1 730.603 815.32 | 1 576.203 474.92 | 1 438.603 171.57 | 1 314.802 898.63 | 1 202.502 651.06 | 1 099.902 424.86 | 1 005.502 216.75 |
| Deflection | mmin | 109.404.31 | 129.305.09 | 151.005.94 | 174.706.88 | 200.407.89 | 228.208.98 | 258.1010.16 | 290.3011.43 | 324.8012.79 |
| Third Point Load (TPL) | kglbs | 1 418.203 126.59 | 1 398.003 082.06 | 1 297.902 861.38 | 1 182.102 606.08 | 1 078.902 378.56 | 986.102 173.98 | 901.901 988.35 | 824.901 818.59 | 754.101 662.50 |
| Deflection | mmin | 123.304.85 | 156.406.16 | 185.207.29 | 213.008.39 | 242.809.56 | 274.7010.81 | 308.6012.15 | 344.6013.57 | 382.8015.07 |
| Quarter Point Load (QPL) | kglbs | 945.502 084.47 | 932.002 054.71 | 865.301 907.66 | 788.101 737.46 | 719.301 585.78 | 657.401 449.32 | 601.201 325.42 | 549.901 212.32 | 502.801 108.48 |
| Deflection | mmin | 115.704.56 | 146.805.78 | 174.106.85 | 200.607.90 | 229.009.02 | 259.6010.22 | 292.2011.50 | 327.0012.87 | 364.0014.33 |
| Fifth Point Load (FPL) | kglbs | 709.101 563.30 | 699.001 541.03 | 688.901 518.76 | 656.701 447.77 | 599.401 321.45 | 547.801 207.69 | 501.001 104.51 | 458.301 010.38 | 419.00923.74 |
| Deflection | mmin | 111.104.37 | 141.205.56 | 176.106.93 | 210.608.29 | 240.109.45 | 271.7010.70 | 305.4012.02 | 341.2013.43 | 379.1014.93 |
| Uniformly Distributed Load (UDL) | kg/mlbs/ft | 118.2079.43 | 107.5072.24 | 98.4066.12 | 90.5060.81 | 83.6056.18 | 77.3051.94 | 66.8044.89 | 57.9038.91 | 50.3033.80 |
| Deflection | mmin | 94.503.72 | 120.304.74 | 150.405.92 | 185.307.30 | 225.208.87 | 270.0010.63 | 303.6011.95 | 339.2013.35 | 377.0014.84 |
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
