Zu Produktinformationen springen
M950 rectangular 1m length truss
M950 rectangular 1m length truss
RTT1000|1m

M950 rectangular 1m length truss

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

Get more info or quote

Key Benefits

Newly heavy duty RTTH available with up to 50% better SWL
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 (upto 40m / 131.23 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 rectangular 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)
580.0
Height (mm)
1110.0
Main Chord Size (mm)
60x6
Brace Size (mm)
32x3

Others

Material
Aluminium
Weight per meter (kg)
25.7
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)kglbs3 575.607 882.853 529.707 781.663 483.807 680.473 232.007 125.352 951.006 505.852 713.005 981.152 490.005 489.512 301.005 072.84
Deflectionmmin6.100.2412.000.4720.600.8130.701.2142.601.6856.702.2372.802.8791.503.60
Third Point Load (TPL)kglbs1 787.803 941.431 764.903 890.941 741.903 840.231 719.003 789.751 696.003 739.041 673.103 688.561 650.203 638.071 562.003 443.62
Deflectionmmin5.300.2110.300.4117.700.6928.001.1041.701.6459.302.3381.103.19103.904.09
Quarter Point Load (QPL)kglbs1 191.902 627.691 176.602 593.961 161.302 560.231 146.002 526.501 130.702 492.771 115.402 459.041 100.102 425.311 084.802 391.58
Deflectionmmin4.900.199.600.3716.500.6526.201.0339.001.5455.502.1876.003.00101.003.98
Fifth Point Load (FPL)kglbs893.901 970.71882.401 945.36871.001 920.23859.501 894.87848.001 869.52836.601 844.39825.101 819.04813.601 793.68
Deflectionmmin4.700.199.200.3615.800.6225.100.9937.401.4753.202.0972.902.8797.003.82
Uniformly Distributed Load (UDL)kg/mlbs/ft446.90300.30353.00237.21290.30195.07245.60165.03212.00142.46185.90124.92165.00110.87147.9099.38
Deflectionmmin3.900.157.700.3013.300.5221.100.8331.501.2444.901.7761.702.4382.303.24
Spanmft24.0078.7426.0085.3028.0091.8630.0098.4332.00104.9934.00111.5536.00118.1138.00124.6740.00131.23
Centre Point Load (CPL)kglbs2 114.004 660.581 972.004 347.521 808.003 985.971 678.003 699.361 544.603 405.261 409.203 106.761 286.302 835.811 174.002 588.231 070.502 360.05
Deflectionmmin111.904.40135.905.35160.306.31188.607.35218.208.59248.509.78281.2011.07316.4012.46354.2013.95
Third Point Load (TPL)kglbs1 460.003 218.751 371.003 022.541 300.002 866.011 220.002 689.641 135.002 502.251 056.902 330.07964.802 127.02880.501 941.17802.901 770.09
Deflectionmmin128.605.06156.706.20189.307.45223.708.81259.5010.22298.3011.74335.2013.20374.4014.74415.9016.37
Quarter Point Load (QPL)kglbs1 069.502 285.531 027.302 061.10931.801 865.11847.501 691.83772.301 537.28704.601 397.73643.201 270.96587.001 154.78535.301 047.64
Deflectionmmin130.905.15162.606.40189.207.45217.908.58248.909.80282.1011.11317.7012.51355.5014.00395.8015.58
Fifth Point Load (FPL)kglbs802.201 768.55790.701 743.19776.501 711.89706.201 556.91643.601 418.90587.201 294.56536.001 181.68489.201 078.50446.10983.48
Deflectionmmin125.804.95159.806.29198.807.83228.709.00260.8010.27295.2011.62331.8013.06370.7014.59411.9016.22
Uniformly Distributed Load (UDL)kg/mlbs/ft133.7089.84121.6081.71111.3074.79102.4068.8194.5063.5082.9055.7171.5048.0461.8041.5353.5035.95
Deflectionmmin107.004.21136.205.36170.306.70209.808.26254.9010.04293.4011.55329.8012.98368.6014.51409.7016.13
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

Related products