Strut Channels 
Load Charts 
Beam Span
(mm)






600






750






900

 Part No.




C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2

C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2

C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2		 Deflection
@ 162MPa
Stress
(mm)

2.20
1.23
1.38
0.77
1.37
0.76

3.44
1.92
2.16
1.20
2.15
1.18

4.95
2.76
3.10
1.73
3.09
1.70		 Uniform Load
@ 162MPa
Stress
(kN)

3.06
8.43
6.47
17.97
7.67
21.30

2.45
674
5.18
14.38
6.14
17.03

2.04
5.62
4.32
11.98
5.11
14.20		 Uniform Load
@ Deflection
1/240 Span
(kN)

-
-
-
-
-
-

2.23
-
-
-
-
-

1.55
-
-
-
-
-		 Beam Span
(mm)






1200






1500






1800

 Part No.




C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2

C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2

C2000L
C2000L/2
C2000
C2000/2
C2500
C2500/2		 Deflection
@ 162MPa
Stress
(mm)

8.79
4.90
5.22
3.08
5.50
3.02

13.74
7.66
8.62
4.82
8.59
4.72

19.79
11.04
12.41
6.94
12.37
6.80		 Uniform Load
@ 162MPa
Stress
(kN)

1.53
4.22
3.24
8.98
3.84
10.65

1.23
3.37
2.59
7.19
3.07
8.52

1.02
2.81
2.16
5.99
2.56
7.10		 Uniform Load
@ Deflection
1/240 Span
(kN)

0.87
-
2.93
-
-
-

0.56
0.25
1.88
-
2.23
-

0.39
1.91
1.30
-
1.55
-
* Load Limited by spot weld shear. Material : JIS G3131

Conversion Factors 
Condition of Load & Support Load
Factor		 Deflection Load
1.   Simple Beam
      Uniform Load		 1.00 1.00
2.   Simple Beam
      Concentrated Load at Center		 0.50 0.80
3.   Simple Beam
      Two Equal Concentrated Load at 1/4 point		 1.00 1.10
4.   Beam Fixed at Both Ends
      Uniform Load		 1.50 0.30
5.   Beam Fixed at Both Ends
      Concentrated Load at Center		 1.00 0.40
6.   Cantilever Beam
      Uniform Load		 0.25 2.40
7.   Cantilever Beam
      Concentrated Load at End		 0.12 3.20
8.   Continuous Beam, Two Equal Spans
      Uniform Load on One Span		 1.30 0.92
9.   Continuous Beam, Two Equal Spans
      Uniform Load on Both Span		 1.00 0.42
10. Continuous Beam, Two Equal Spans
      Concentrated Load at Center of One Span		 0.62 0.71
11. Continuous Beam, Two Equal Spans
      Concentrated Load at Center of Each Span		 0.67 0.48
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