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M290x390 quatro 1m length truss HD
M290x390 quatro 1m length truss HD
RTLF1000|1m

M290x390 quatro 1m length truss HD

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Key Benefits

Trio truss can be put through as truss has parallel webbing
Horizontal bracing at node points to take horizontal force caused by slinging 4
48mm bottom brace for ease of lighting fixture installation due to compatibility with lighting fixture clamps
25% reduction of transport volume compared to QTP
Easy pin assembly due to 90 degree position of pin holes to the ground
Powder coat colour finish available on request

M290x390 quatro 1m length truss HD

This rectangular truss combines the strength of 390 Quatro truss but saves 25% more space and has better possibilities for rigging. Diagonal webbing in the top allows for high lateral loading. Multicube corner blocks allow all 290 Quatro truss to be connected vertically.

Dimensions

Length (mm)
1000.0
Width (mm)
288.0
Height (mm)
388.0
Main Chord Size (mm)
48x3
Brace Size (mm)
20x2

Others

Material
Aluminium
Weight per meter (kg)
6.84
Connection system
conical
Truss Connector
CCF
Pin Type
PB
Truss Integrated Ladder
true
Standard Color
Natural Aluminium
Optional Color
true
Cell Clamps Compatibility
200, 400, 500, 600
Spanmft4.0013.125.0016.406.0019.697.0022.978.0026.259.0029.5310.0032.81
Centre Point Load (CPL)kglbs1 938.004 273.291 637.003 609.591 404.003 095.821 224.002 698.921 087.002 396.84970.002 138.85875.001 929.38
Deflectionmmin7.400.2912.300.4818.300.7125.500.9934.001.3343.601.7054.502.13
Third Point Load (TPL)kglbs1 278.002 817.991 103.002 432.12973.002 145.47859.001 894.10773.001 704.47697.001 536.89630.001 389.15
Deflectionmmin8.300.3214.000.5521.500.8430.301.1841.001.6053.002.0766.202.58
Quarter Point Load (QPL)kglbs925.702 041.17883.001 947.02755.001 664.78650.801 435.01566.201 248.47500.001 102.50446.70984.97
Deflectionmmin8.400.3315.600.6123.200.9032.001.2541.801.6353.002.0765.502.55
Fifth Point Load (FPL)kglbs694.301 530.93692.601 527.18604.001 331.82521.001 148.81462.001 018.71412.00908.46369.00813.65
Deflectionmmin8.000.3115.600.6123.700.9232.601.2743.401.6955.602.1768.602.68
Uniformly Distributed Load (UDL)kg/mlbs/ft694.30466.55554.10372.34460.50309.44371.90249.91283.10190.23222.20149.31178.70120.08
Deflectionmmin6.600.2613.000.5122.400.8733.601.3144.001.7255.702.1768.802.68
Spanmft11.0036.0912.0039.3713.0042.6514.0045.9315.0049.2116.0052.4918.0059.0620.0065.62
Centre Point Load (CPL)kglbs789.001 739.75724.001 596.42662.001 459.71614.201 354.31566.501 249.13524.301 156.08452.90998.64394.40869.65
Deflectionmmin66.202.5879.803.1194.003.67110.504.31127.304.96145.505.67185.907.25232.009.05
Third Point Load (TPL)kglbs574.001 265.67532.001 173.06491.001 082.66451.00994.46421.00928.31393.30867.23339.70749.04295.80652.24
Deflectionmmin81.003.1698.403.84116.804.56135.605.29157.206.13180.707.05229.208.94283.7011.06
Quarter Point Load (QPL)kglbs402.70887.95365.80806.59334.30737.13307.10677.16283.30624.68262.20578.15226.50499.43197.20434.83
Deflectionmmin79.303.0994.603.69111.104.33129.105.03148.505.79169.306.60215.208.39266.9010.41
Fifth Point Load (FPL)kglbs335.60740.00304.90672.30278.60614.31255.90564.26236.00520.38218.50481.79188.70416.08164.30362.28
Deflectionmmin83.903.27100.003.90117.404.58136.305.32156.706.11178.506.96226.508.83280.4010.94
Uniformly Distributed Load (UDL)kg/mlbs/ft146.4098.38121.9081.91102.9069.1587.7058.9375.5050.7365.5044.0150.3033.8039.4026.48
Deflectionmmin83.303.2599.203.87116.604.55135.305.28155.606.07177.206.91224.908.77278.5010.86
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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