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M950 2m length truss HD
M950 2m length truss HD
RTTH2000|2m

M950 2m length truss HD

If you require maximum loading specifications and free-span characteristics for your temporary or permanent installations.

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Key Benefits

User friendly taper pin hole orientation for ease of assembly
Ultra-high capacity M950 series truss range
Fixed rectangular or compact folding version available
Great free-span & loading characteristics (RTT upto 40m / 131.23 ft)
Great free-span & loading characteristics (RTTH upto 42m / 137.79 ft)
Connection kit supplied with every truss length
Super-size connical connection for maximum rigidity
Cell clamp 300 series compatible
Transit wheels fitted for ease of transportation & setup
Powder coat colour finish available on request

M950 2m length truss HD

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.

Dimensions

Length (mm)
2000.0
Width (mm)
580.0
Height (mm)
1110.0
Main Chord Size (mm)
60x6
Brace Size (mm)
48x3

Others

Material
Aluminium
Weight per meter (kg)
26.16
Connection system
conical
Truss Connector
CCO
Pin Type
PO
Truss Integrated Ladder
true
Standard Color
Natural Aluminium
Optional Color
true
Cell Clamps Compatibility
300
Spanmft8.0026.2510.0032.8112.0039.3714.0045.9316.0052.4918.0059.0620.0065.6222.0072.18
Centre Point Load (CPL)kglbs4 380.009 656.253 959.008 728.113 617.007 974.133 320.007 319.353 015.006 646.942 770.006 106.812 538.005 161.342 342.005 163.23
Deflectionmmin7.500.2913.400.5321.400.8431.601.2443.501.7158.002.2874.402.9393.403.68
Third Point Load (TPL)kglbs2 498.005 090.472 339.004 759.782 192.004 506.252 080.004 239.491 934.003 963.911 815.003 736.841 713.003 496.531 473.003 247.41
Deflectionmmin7.300.2613.500.4922.000.8133.601.2347.301.7464.102.3778.703.1099.203.91
Quarter Point Load (QPL)kglbs1 768.003 897.771 679.003 701.561 585.003 494.331 513.003 335.601 435.003 163.641 369.003 018.131 297.002 859.401 234.002 720.51
Deflectionmmin7.200.2813.500.5322.200.8734.001.3448.801.9267.102.6488.503.48113.704.48
Fifth Point Load (FPL)kglbs1 351.002 978.451 300.002 866.011 259.002 775.621 208.002 663.191 150.002 535.321 101.002 427.291 057.002 330.291 007.002 220.06
Deflectionmmin7.000.2713.300.5222.200.8834.601.3649.701.9668.602.7091.503.60117.704.63
Uniformly Distributed Load (UDL)kg/mlbs/ft1 134.00762.01903.00606.79743.00499.27600.30403.38454.00305.07353.70237.68282.00189.50228.90153.81
Deflectionmmin9.600.3818.800.7432.301.2748.801.9263.802.5180.903.19100.003.94121.204.77
Spanmft26.0085.3028.0091.8630.0098.4332.00104.9934.00111.5536.00118.1138.00124.6740.00131.2342.00137.79
Centre Point Load (CPL)kglbs1 981.004 367.361 832.004 038.871 681.203 706.411 529.903 372.851 393.603 072.361 269.802 799.431 156.502 549.651 052.202 319.71955.502 106.52
Deflectionmmin137.405.41163.306.42190.607.50218.808.61249.309.81282.2011.11317.6012.50355.7014.00396.5015.61
Third Point Load (TPL)kglbs1 409.003 106.321 319.002 907.901 236.002 724.921 147.402 529.591 045.202 304.27952.402 099.68867.401 912.29789.101 739.67716.601 579.83
Deflectionmmin161.306.35192.807.59227.208.96263.9010.39298.6011.76335.5013.21374.7014.75416.3016.39460.2018.11
Quarter Point Load (QPL)kglbs1 021.302 251.58925.002 039.28840.001 853.20765.001 686.54696.801 536.18634.901 399.72578.301 274.93526.101 159.85477.801 053.37
Deflectionmmin162.706.41189.307.45218.208.59249.209.81282.5011.12318.2012.53356.2014.02396.6015.61439.5017.30
Fifth Point Load (FPL)kglbs851.101 876.35771.101 699.98700.501 544.34637.501 405.45580.701 280.22529.101 166.47481.901 062.41438.40966.51398.10877.66
Deflectionmmin171.106.74198.907.83228.809.01261.0010.28295.4011.63332.1013.07371.1014.61412.4016.24456.1017.96
Uniformly Distributed Load (UDL)kg/mlbs/ft157.10105.55132.2088.84112.1075.3395.6064.2482.0055.1070.5047.3760.9040.9052.6035.3445.5030.57
Deflectionmmin170.006.69197.607.78227.408.95259.4010.21293.6011.56330.2013.00369.0014.53410.2016.15453.8017.89
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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