Cullen Technical Guide 2024

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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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