Strut channel, frequently passed onto colloquially by one of numerous maker trade names, is a consistent created structural system utilized in the building and electrical trades for beam structural hold up, frequently for supporting cabling, testing, or perfunctory apparatus such as air conditioning or aeration systems.

The chief benefit of strut channel in manufacture is that there are several options accessible for quickly and effortlessly involving lengths jointly and other things to the strut channel, utilizing numerous dedicated strut-specific closures and bolts.
Category & Specification of M-41/P Plain Channel
Span or Column Unsupported High in mm Uniform Load at 175 N/mm2 Stress. Kg Deflection in mm at 175N/mm2 Uniform Load at Max. Deflec. of 1/360th. Span. Kg Uniform Load at Max. Deflec. of 1/200th. Span. Kg Max. Load of Column Loaded @ slot face Kg Max. Load of Column Loaded @ Centeroid Kg
250 1769 0.23 - - 1693 5869
500 884 0.95 - - 1650 5379
750 589 2.15 571 - 1554 4479
1000 442 3.82 321 - 1395 3373
1250 353 5.97 205 - 1232 2556
1500 294 8.60 142 257 1093 2020
1750 252 11.70 104 188 976 1656
2000 221 15.29 80 144 879 1395
2250 196 19.35 63 114 797 1198
2500 176 23.89 51 92 725 1044
2750 160 28.91 42 76 (663) (919)
3000 147 34.40 35 64 (607) (816)
Category & Specification of M-41/S Slotted Channel
Span or Column Unsupported High in mm Uniform Load at 175 N/mm2 Stress. Kg Deflection in mm at 175N/mm2 Uniform Load at Max. Deflec. of 1/360th. Span. Kg Uniform Load at Max. Deflec. of 1/200th. Span. Kg Max. Load of Column Loaded @ slot face Kg Max. Load of Column Loaded @ Centeroid Kg
250 1638 0.27 - - 1660 5351
500 819 1.05 - - 1635 5100
750 546 2.35 483 - 1557 4412
1000 409 4.18 271 - 1389 3284
1250 327 6.54 174 313 1211 2436
1500 273 2.41 120 217 1062 1899
1750 234 12.81 88 159 941 1546
2000 204 16.73 67 122 843 1297
2250 182 21.18 53 96 761 1113
2500 163 26.15 43 78 691 970
2750 148 31.64 35 64 (631) (855)
3000 136 37.65 30 54 (578) (761)
Series Weight Material Thick- ness Standard Lenghts Finishes Area of Section Elements of Section Axis X-X Elements of Section Axis Y-Y
  Kg/m mm
3m
6m
PL
PG
HG
SS
cm2
1cm4
Zcm3
cm
1cm4
Zcm3
cm
A-41/P 2.88 2.5
3.35
7.21
3.10
1.46
9.23
4.47
1.66
A-41/S 2.73 2.5
3.00
6.10
2.87
1.42
1.42
4.44
1.74
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