How to get it right: Bolting timbers together correctly

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Bolting timbers together correctly

If you are doubling up floor joists, creating trimmers or trimming joists around stairs and chimneys they all need connecting properly so that they can act as a single unit.

Whilst timber floors and their connection details should be designed by a competent person, the ‘Eurocode 5 Span Tables (4th edition)’ published by TRADA offers good advice on typical connection details for solid timbers, such as  the sizes of nails or bolts and their location and centres. Some of the key parts of this guidance document in relation to connecting trimmers or trimming joists are summarised below:

The nail specification used is dependent on the thickness of the timbers being used:

  • 3.75mm diameter x 75mm long for 38mm wide sections
  • 4.00mm diameter x 90mm long for 44mm and 47mm wide sections
  • 5.00mm diameter x 125mm long for 63mm, 72mm and 89mm wide sections

The minimum bolt specification to be used is:

  • M12 bolts (min. 3mm x 38mm M12 washers under head and nut) for 38mm, 44mm, 47mm and 63mm wide sections
  • M16 bolts (min. 4mm x 48mm M16 washers under head and nut) for 72mm and 89mm wide sections

It may be possible to use other types of fasteners for which capacities have been obtained experimentally and declared by manufacturers with third party certification e.g. dog tooth connectors.

Fixing can be either along the centreline or staggered as shown in the diagrams below:

Fixing bolts on centrelineTwo staggered rows of fixing diagram - bolts

Nails must be a minimum of 15 times their diameter from the joist end and at least 5 times their diameter from the top and bottom.

Bolts must be a minimum of 7 times their diameter or 80mm from the joist end and at least 4 times their diameter from the top and bottom.

Bolts fixing type tableBolt positioning diagram

Images courtesy of Eurocode 5 Span Tables (4th edition)’ published by TRADA

Double member trimmers and trimming joists should be fixed in line with a minimum of two nails or two bolts at 1/3 span positions. Furthermore, as a minimum, the fixing centres (S) for double member trimmers and trimming joists should be at centres of no more than twice the joist spacing (up to a maximum of 1200mm). However, required fixing centres vary according to the total length and load on the joists.

These tables (click to open in a new tab/window) have been taken from ‘Eurocode 5 Span Tables (4th edition)’ published by TRADA to illustrate how the above works and should be consulted for any other timber sizes not shown.

No notching or drilling of trimmers or trimming joists should be carried out unless proven by calculation, other than to accommodate the flanges of joist hangers.

Further reading

Eurocode 5 Span Tables 4th edition for solid timber members in floors, ceilings and roofs for dwellings, August 2014, BM Trada, ISBN: 978-1-909594-14-2, Published by BM TRADA

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Please Note: Every care was taken to ensure the information was correct at the time of publication. Any written guidance provided does not replace the user’s professional judgement. It is the responsibility of the dutyholder or person carrying out the work to ensure compliance with relevant building regulations or applicable technical standards.

This article was reviewed and updated on 10 August 2023

Comments

Reply

Submitted 4 years ago

Hello there - thanks for getting in touch

Thank you for your enquiry, however the LABC guidance is for generic cases and we cannot comment on individual problems. If there is any doubt, it will be necessary for you to engage a professional advisor to give guidance on the specific problem.

Kind regards
Barry, LABC

Bolt strength

Submitted 4 years ago

Hi,

Is there any guidance on bolt spec?

I’ve always used coach bolts at 4.8 for low level decking, but needed a SE to do some calcs recently for a big span and they recommended 8.8 for this. Some sites I’ve searched suggest 8.8 doesn’t work with wood?

Also out of interest is bolting in the centre or staggered better?

Reply

Submitted 3 years 12 months ago

Hello there

As above, we can't comment on individual cases - you'll need to speak to a professional advisor to give you advice.

Kind regards
Julie, LABC

In reply to by julie.mcnamee

Bolt strength

Submitted 3 years 11 months ago

Hi Julie,

For this case, the structural engineer has specified 8.8 bolts which I will use. The question is generally related to this article. A whole article on fastenings including suggested bolt and nail sizes for different cases, but nothing on the strength specs? There are lots of steel fasteners for sale that are not structural.

Some guidance would be helpful?

Thanks
Phil

Bolting double hip and valley rafters

Submitted 3 years 12 months ago

Hi LABC

I have a question regarding bolting the two hip rafters
These are 3"x8" doubled up
What are the current regulations regarding fixing them together?
Do they have to be bolted? with M12's ?
can they be screws together with heavy duty coach screws?
Do either fixing type have to be staggered top and bottom?

Your help is much appreciated
Thanks
Ray

Ychwanegu sylw newydd

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