Home » Products » Strut Channel Steel » C-section steel 41*62*2.5 » Gauge Back-to-Back Strut Solid & Slotted

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Gauge Back-to-Back Strut Solid & Slotted

  • UTT7062D

  • UTTERLY

Material:
Surface:
Size:
Availability:
Quantity:
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Function:
Suitable for use in prefabricated load-bearing supports and seismic bracing systems.

Surface Finish:
Hot-dip galvanized / Electro-galvanized

Material:
Q235B / Galvanized Sheet 

Length:
Custom lengths available upon request

Product Features:

  • Axial reinforcement design enhances the overall stability of the channel steel.

  • The serrated inner edges of the channel work with channel locks to provide anti-slip, impact resistance, and ease of installation.

  • Auxiliary scale markings on the channel surface facilitate on-site installation and processing.

  • Post-forming hot-dip galvanization offers strong corrosion resistance and an attractive appearance.

  • Quick and easy installation, compatible with various types of MEP systems including water pipes, air ducts, and cable trays.

  • Flexible assembly with other accessories allows for various support and hanger system configurations and on-site adjustments.

PropertyUTT7021DUTT7041DUTT7052DUTT7062DUTT7072D
Wall Thickness t [m]<2222.52.5/2.752.75
Cross-Sectional Area A [mm²]351.8262517.2616735.2874883.11971030.952
Weight [kg/m]2.95864.25886.02037.19418.3679
Standard Length [m]3/63/63/63/63/6
Yield Strength fyk [N/mm²]300290300295290
Allowable Tensile Stress [N/mm²]195188.5195191.75188.5
Allowable Shear Stress [N/mm²]112.5108.75112.5110.625108.75
Elastic Modulus [kN/mm²]210210210210210
Shear Modulus [kN/mm²]8181818181
Distance to Slot Opening e₁ [mm]20.641.35262.051972
Distance to Slot Back e₂ [mm]-20.6-41.3-52-62.0519-72
Distance to Shear Axis zm (A of G) [mm]00000
Moment of Inertia Iy [cm⁴]8.5979
32.3072
71.2100
120.8188
188.2736
Section Modulus Wy1 [cm³]2.5557
7.8226
13.6942
19.4706
26.1491
Section Modulus Wy2 [cm³]2.5557
7.8226
13.6942
19.4706
26.1491
Radius of Gyration ly [cm]1.2233
2.4992
3.1120
3.6988
4.2734
Allowable Bending Moment My [Nm]498.3527
1474.5547
2581.3625
3670.2079
4929.1073
Moment of Inertia Iz [cm⁴]9.2544
15.3611
22.3497
27.0975
31.8092
Section Modulus Wz1 [cm³]4.4815
15.3611
22.3497
27.0975
31.8092
Section Modulus Wz [cm³]4.5927
7.4388
10.8231
13.1135
15.4040
Radius of Gyration rz [cm]1.6219
1.7233
1.7434
1.7511
1.7565


SpanUTT7021D 41*21*20UTT7041D 41*41*20UTT7052D 41*52*25UTT7072D 41*72*25
L(mm)F(kN)max.F(mm)L/200F(kN)max.F(mm)L/200F(kN)max.F(mm)L/200F(KN)max.F(mm)L/200
2507.740.3323.780.1729.780.1968.570.08
5003.871.3211.890.6614.890.7534.280.32
7502.582.977.931.499.931.6922.860.73
100025.005.942.657.443.0117.141.29
12501.066.254.764.145.964.7013.712.02
15000.747.503.965.964.966.7711.432.91
17500.548.753.338.754.418.759.803.96
20000.4210.002.5510.003.3710.008.575.17
22500.3311.252.0211.252.6711.257.626.55
25000.2712.501.6312.502.1612.506.868.08
27500.2213.751.3513.751.7913.755.9813.75
30000.1815.001.1315.0015015.005.0215.00
32500.1616.250.9716.251.2816.254.2816.25
35000.1417.5008317.501.1017.503.6917.50
37500.1218.750.7318.750.9618.753.2118.75
40000.1020.000.6420.000.8420.002.8220.00


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