/
MH RANGE Multi Hanger
(L)
380 620 490
Hanger Coding
HEIGHT= (LENGTH-WIDTH)/2 e.g (620-92)/2 = 264
280 380 490 620
(L)
280 380 490 620
MHIC FLAT BLANK
WIDTH e.g 92
(L)
670 720
MHE/MHI FLAT BLANK (280 – 620) 670 720
Example:
MHI620–92–264
MHE/MHI FLAT BLANK (670 – 720)
L = length W = width H = height L W H
Dimensions (mm)
In Situ
37
W
MHE
MHI/MHIC
MHE
MHI/MHIC
W
37
H
H
(Incoming member must be notched to accommodate bolts heads when bolting)
B
B
Load Data
Fixings
Dimensions (mm)
Characteristic Capacity (kN)
Header
Incoming
Product Code
W
Nails (3.4 x 35mm)
Bolts (M12)
Nails (3.4 x 35mm)
Solid Timber Header (Min TR26 / C27)
B
Uplift
Min
Max
8 0
0 2 0 4 0 6 0 6 0 8 0 8 0 8 0 8 0 8 0 0 0
6 6
10.12 10.33* 20.07 17.13* 25.66 33.21**
MHE/MHI280
39
100
85
4.67
18
10 10 12 12 12 12 14 14 14 14 14 14 14 14 14 14 10 12 14
MHE/MHI380
39
150
85
8.49
0
30
MHE/MHI490
39
100
85
14.72
0
30
25.66
MHE/MHI490
110
150
85
14.72
0
27.65**
42
32.77
MHE/MHI620
39
100
85
14.72
0
35.12**
42
25.92
MHE/MHI620
122
150
85
14.72
0
35.12**
42
32.77
MHE/MHI620
183
198
85
14.72
0
35.12**
42
32.77
MHE/MHI670
210
250
85
14.72
0
35.12**
42
32.77
MHE/MHI720
300
300
85
14.72
0 9
35.12**
MHIC380 MHIC490 MHIC620
39 39 39
78 78 78
82 82 82
8.49
10.55 16.76 21.26
16 21
14.72 14.72
*For bolt values header to be minimum width of 70mm TR26. **For bolt values header to be minimum width of 94mm TR26, for header widths less than these, please calculate bolt values using EC5 and use the lower of the calculated or published above. Note: MHE/MHI bolt values can be applied to bolting to masonry but the masonry fixings must be specified by the Building Designer and will be limited dependent on the type, strength and location into the masonry.
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Technical support 01592 771132 / technical@itwcp.com / https://www.itwcp-offsite.co.uk
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