Strut Channel
Category & Specification of M-41/BBP Combination 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 - - - - 2880 11952
500 - - - - 2864 11682
750 1670 1.21 - - 2833 11186
1000 1253 2.15 - - 2783 10451
1250 1002 3.36 - - 2695 9305
1500 835 4.84 718 - 2551 7790
1750 716 6.59 527 - 2367 6293
2000 626 8.61 404 - 2170 5068
2250 556 10.89 319 - 1977 4127
2500 501 13.45 258 465 1796 3410
2750 455 16.27 213 384 1630 2858
3000 417 19.37 179 323 (1480) (2427)
Category & Specification of M-21/BBP Combination 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 1558 0.26 - - 1834 8228
500 779 1.07 - - 1809 7740
750 519 2.42 446 - 1756 6865
1000 389 4.30 251 - 1639 5367
1250 311 6.72 160 289 1468 3882
1500 259 9.68 111 201 1289 2838
1750 222 13.18 82 147 1123 2143
2000 194 17.21 62 113 (977) (1668)
2250 173 21.79 49 89 (852) (1334)
2500 155 26.90 40 72 (745) (1090)
2750 141 32.55 33 59 (655) (906)
3000 129 38.73 27 50 - -
Series Weight Material Thick- ness Standard Lenghts Finishes Area of Section Elements of Section Axis X-X Elements of Section Axis Y-Y
    mm
3m
6m
PL
PG
HG
SS
cm2
1cm4
Zcm3
cm
1cm4
Zcm3
r cm
A-41/BBP 5.77 2.5
6.70
36.27
8.78
2.32
18.46
8.94
1.66
A-21/BBP 3.76 2.5
4.64
5.64
2.73
1.10
10.68
5.18
1.51
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