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S-RTW 1450 Rectangular Steel Truss, 2m length
S-RTW 1450 Rectangular Steel Truss, 2m length
S-RTW2000|2m

S-RTW 1450 Rectangular Steel Truss, 2m length

The 1450 x 770 mm MILOS 1450 Rectangular ultra-strength truss is made from special.

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Key Benefits

Webbing pattern allows the insertion of cross trusses
Compression tubes at important rigging points
Tubes on the side to assist in climbing
Use of bespoke, high-strength steels
Orientation-free connector arrangement for ease of use
Greatly increases load capacity when used in place of aluminium truss with similar dimensions
Optimised weight to strength ratio
Pinned connectors for increased strength
Integrated forklift pick up points
Matt black, impact-resistant industrial paint finish
Optimised webbing pattern for ease of use when assembling cross trusses
End braces with 22mm holes for lateral connection
Connection kit supplied with every truss length

S-RTW 1450 Rectangular Steel Truss, 2m length

The 1450 x 770 mm MILOS 1450 Rectangular ultra-strength truss is made from special, ultra-high-strength steel alloys and handles 2.2 times more load than aluminium truss with similar dimensions at just double the weight.It features connection points in the end frames and compression tubes for slinging relevant framework nodes. It also has additional tubes to assist with climbing up the truss. As with all steel truss from MILOS, it features double fork couplers, zinc coated pins and has highly impact-resistant matt black paint.

Dimensions

Length (mm)
2126.0
Width (mm)
776.0
Height (mm)
1453.0
Main Chord Size (mm)
101,6x4
Brace Size (mm)
60,3x4

Others

Material
Steel
Weight per meter (kg)
125.1
Connection system
fork
Pin Type
PW
Standard Color
Black
Spanmft15.0049.2016.0052.5017.0055.8018.0059.1019.0062.3020.0065.6021.0068.90
Centre Point Load (CPL)kglbs30 379.0066 974.0028 367.0062 539.0026 584.0058 608.0024 994.0055 102.0023 564.0051 950.0022 272.0049 101.0021 097.0046 511.00
Deflectionmmin47.001.8554.002.1361.002.4068.002.6876.002.9985.003.3593.003.66
Third Point Load (TPL)kglbs21 123.0046 568.0021 064.0046 438.0019 938.0043 956.0018 745.0041 326.0017 673.0038 962.0016 704.0036 826.0015 823.0034 884.00
Deflectionmmin56.002.2067.002.6477.003.0386.003.3996.003.78107.004.21118.004.65
Quarter Point Load (QPL)kglbs14 082.0031 046.0014 043.0030 960.0013 292.0029 304.0012 497.0027 551.0011 782.0025 975.0011 136.0024 551.0010 549.0023 257.00
Deflectionmmin52.002.0563.002.4872.002.8380.003.1590.003.5499.003.90110.004.33
Fifth Point Load (FPL)kglbs10 561.0023 283.0010 532.0023 219.0010 503.0023 155.0010 414.0022 959.009 819.0021 647.009 280.0020 459.008 791.0019 381.00
Deflectionmmin50.001.9760.002.3672.002.8385.003.3595.003.74105.004.13116.004.57
Uniformly Distributed Load (UDL)kg/mlbs/ft2 816.001 892.002 633.001 769.002 471.001 660.002 327.001 564.002 199.001 478.002 083.001 400.001 978.001 329.00
Deflectionmmin41.001.6150.001.9760.002.3671.002.8084.003.3198.003.86113.004.45
Spanmft22.0072.2023.0075.5024.0078.7025.0082.0026.0085.3027.0088.6028.0091.90
Centre Point Load (CPL)kglbs20 024.0044 145.0019 039.0041 974.0018 131.0039 972.0017 291.0038 120.0016 511.0036 401.0015 785.0034 800.0015 106.0033 303.00
Deflectionmmin103.004.06113.004.45123.004.84134.005.28145.005.71157.006.18169.006.65
Third Point Load (TPL)kglbs15 018.0033 109.0014 279.0031 480.0013 598.0029 978.0012 968.0028 590.0012 384.0027 302.0011 839.0026 101.0011 330.0024 978.00
Deflectionmmin129.005.08141.005.55154.006.06167.006.57181.007.13195.007.68210.008.27
Quarter Point Load (QPL)kglbs10 012.0022 073.009 519.0020 986.009 066.0019 987.008 646.0019 061.008 256.0018 201.007 893.0017 401.007 553.0016 652.00
Deflectionmmin121.004.76132.005.20144.005.67156.006.14169.006.65182.007.17196.007.72
Fifth Point Load (FPL)kglbs8 343.0018 393.007 933.0017 489.007 555.0016 656.007 205.0015 884.006 880.0015 168.006 577.0014 500.006 294.0013 876.00
Deflectionmmin127.005.00139.005.47152.005.98165.006.50178.007.01192.007.56207.008.15
Uniformly Distributed Load (UDL)kg/mlbs/ft1 820.001 223.001 656.001 113.001 511.001 015.001 383.00929.001 270.00853.001 169.00786.001 079.00725.00
Deflectionmmin126.004.96138.005.43151.005.94164.006.46177.006.97191.007.52206.008.11
Spanmft29.0095.1030.0098.4031.00101.7032.00105.0033.00108.3034.00111.5035.00114.80
Centre Point Load (CPL)kglbs14 470.0031 901.0013 873.0030 585.0013 310.0029 344.0012 779.0028 173.0012 277.0027 066.0011 800.0026 015.0011 348.0025 018.00
Deflectionmmin182.007.17195.007.68209.008.23223.008.78238.009.37253.009.96269.0010.59
Third Point Load (TPL)kglbs10 853.0023 927.0010 405.0022 939.009 983.0022 009.009 585.0021 131.009 208.0020 300.008 850.0019 511.008 511.0018 764.00
Deflectionmmin225.008.86241.009.49258.0010.16275.0010.83292.0011.50310.0012.20329.0012.95
Quarter Point Load (QPL)kglbs7 235.0015 950.006 937.0015 293.006 655.0014 672.006 390.0014 088.006 138.0013 532.005 900.0013 007.005 674.0012 509.00
Deflectionmmin211.008.31226.008.90242.009.53258.0010.16275.0010.83292.0011.50310.0012.20
Fifth Point Load (FPL)kglbs6 029.0013 292.005 780.0012 743.005 546.0012 227.005 325.0011 740.005 115.0011 277.004 917.0010 840.004 728.0010 423.00
Deflectionmmin222.008.74238.009.37254.0010.00271.0010.67289.0011.38307.0012.09325.0012.80
Uniformly Distributed Load (UDL)kg/mlbs/ft998.00671.00925.00622.00859.00577.00799.00537.00744.00500.00694.00466.00648.00435.00
Deflectionmmin221.008.70236.009.29253.009.96269.0010.59287.0011.30305.0012.01323.0012.72
Spanmft36.0095.1037.00121.4038.00124.7039.00128.0040.00131.2041.00134.5042.00137.80
Centre Point Load (CPL)kglbs10 917.0031 901.0010 507.0023 164.0010 115.0022 300.009 740.0021 473.009 381.0020 682.009 037.0019 923.008 706.0019 193.00
Deflectionmmin286.007.17303.0011.93321.0012.64339.0013.35358.0014.09377.0014.84397.0015.63
Third Point Load (TPL)kglbs8 188.0023 927.007 880.0017 372.007 586.0016 724.007 305.0016 105.007 036.0015 512.006 778.0014 943.006 529.0014 394.00
Deflectionmmin349.008.86368.0014.49389.0015.31410.0016.14432.0017.01454.0017.87477.0018.78
Quarter Point Load (QPL)kglbs5 459.0015 950.005 253.0011 581.005 057.0011 149.004 870.0010 737.004 691.0010 342.004 518.009 960.004 353.009 597.00
Deflectionmmin328.008.31347.0013.66367.0014.45387.0015.24408.0016.06429.0016.89451.0017.76
Fifth Point Load (FPL)kglbs4 549.0013 292.004 378.009 652.004 215.009 292.004 058.008 946.003 909.008 618.003 765.008 300.003 627.007 996.00
Deflectionmmin345.008.74364.0014.33385.0015.16405.0015.94427.0016.81449.0017.68472.0018.58
Uniformly Distributed Load (UDL)kg/mlbs/ft607.00671.00568.00382.00532.00357.00499.00335.00469.00315.00441.00296.00415.00279.00
Deflectionmmin342.008.70362.0014.25382.0015.04403.0015.87424.0016.69446.0017.56469.0018.46
Spanmft43.00141.0044.00144.0045.00148.0046.00151.0047.00154.0048.00157.0050.00164.00
Centre Point Load (CPL)kglbs8 388.0018 492.388 082.0017 817.767 786.0017 165.197 501.0016 536.887 226.0015 930.616 960.0015 344.186 452.0014 224.23
Deflectionmmin418.0016.00440.0017.00462.0018.00484.0019.00508.0020.00532.0021.00582.0023.00
Third Point Load (TPL)kglbs6 291.0013 869.286 061.0013 362.225 840.0012 875.005 626.0012 403.215 419.0011 946.855 220.0011 508.134 839.0010 668.17
Deflectionmmin500.0020.00524.0021.00549.0022.00574.0023.00600.0024.00626.0025.00681.0027.00
Quarter Point Load (QPL)kglbs4 194.009 246.194 041.008 908.883 893.008 582.603 751.008 269.543 613.007 965.303 480.007 672.093 226.007 112.11
Deflectionmmin474.0019.00497.0020.00520.0020.00545.0021.00570.0022.00596.0023.00649.0026.00
Fifth Point Load (FPL)kglbs3 495.007 705.163 367.007 422.973 244.007 151.803 126.006 891.653 011.006 638.122 900.006 393.412 688.005 926.03
Deflectionmmin495.0019.00519.0020.00543.0021.00568.0022.00594.0023.00620.0024.00675.0027.00
Uniformly Distributed Load (UDL)kg/mlbs/ft390.00262.07367.00246.61346.00232.50326.00219.06307.00206.29290.00194.87258.00173.37
Deflectionmmin492.0019.37516.0020.31540.0021.25565.0022.24591.0023.26617.0024.29671.0026.41
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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