Bracket |
Weight lbs( kg) |
L in( mm) |
W lb / in( N / cm) |
F1 lb( kN) |
MT-BR-30 300( OC) 2 |
1.43
( 0.65)
|
11-13 / 16
( 300)
|
30.46
( 53.86)
|
360
( 1.62)
|
MT-BR-30 450( OC) 2 |
1.93
( 0.88)
|
17-11 / 16
( 450)
|
13.67
( 23.94)
|
240
( 1.08)
|
MT-BR-40 300( OC) 2 |
2.49
( 1.13)
|
11-13 / 16
( 300)
|
99.86
( 174.89)
|
1,180
( 5.25)
|
MT-BR-40 450( OC) 2 |
3.15
( 1.43)
|
17-11 / 16
( 450)
|
44.31
( 77.73)
|
785
( 3.50)
|
MT-BR-40 600( OC) 2 |
3.84
( 1.74)
|
23-5 / 8
( 600)
|
24.97
( 43.72)
|
590
( 2.62)
|
MT-BR-40 1000( OC) 2 |
5.64
( 2.56)
|
39-3 / 8
( 1000)
|
8.89
( 15.74)
|
350
( 1.57)
|
MT-BR-40 O4 600 OC |
5.69
( 2.58)
|
23-5 / 8
( 600)
|
27.52
( 48.34)
|
650
( 2.90)
|
MT-BR-40 O4 1000 OC |
7.50
( 3.40)
|
39-3 / 8
( 1000)
|
9.91
( 17.40)
|
390
( 1.74)
|
MT-BR-40D 600( OC) 3, 4 |
3.84
( 1.74)
|
23-5 / 8
( 600)
|
75.57
( 132.45)
|
1,785
( 7.95)
|
MT-BR-40D 1000( OC) 3, 4 |
5.64
( 2.56)
|
39-3 / 8
( 1000)
|
27.18
( 47.68)
|
1,070
( 4.77)
|
MT-BR-40D O4 600 OC |
8.40
( 3.81)
|
23-5 / 8
( 600)
|
75.57
( 132.45)
|
1,785
( 7.95)
|
MT-BR-40D O4 1000 OC |
12.02
( 5.45)
|
39-3 / 8
( 1000)
|
27.18
( 47.68)
|
1,070
( 4.77)
|
MT-BR-40D O4 1500 OC |
16.49
( 7.48)
|
59-1 / 16
( 1500)
|
12.10
( 21.19)
|
715
( 3.18)
|
1 Maximum resistance factor, φ, for tabulated values is 0.65. |
||||
2 No reductions to tabulated loads need to be applied for bracket attachment to strut. The published load values are for the brackets mounted on the channels, | ||||
away from the channel edges | ||||
3 For bracket attachment to 14 gage( e. g. MT-40) vertical channel, multiply tabulated load values by 0.52. The published load values are for the brackets mounted | ||||
on the channels, away from the channel edges | ||||
4 For bracket attachment to 12 gage( e. g. MT-50) vertical channel, multiply tabulated load values by 0.57. The published load values are for the brackets mounted | ||||
on the channels, away from the channel edges | ||||
5 The loads apply only when strut profile opening is facing upward or downward. | ||||
6 The bracket’ s self-weight has been accounted for in the table load values. | ||||
7 Load values are for bracket only. Design professional is responsible for checking base material and fastener strength. | ||||