Also see:
4.3.7 Safe transmission of loads
Strip and trench fill foundations shall transmit loads to the ground safely and without excessive settlement, and take into account:
- dead and imposed loads
- foundation width and thickness
- stability of any adjoining building.
Dead and imposed loads#
Dead and imposed loads should be calculated in accordance with:
BS EN 1991-1-1 | UK National Annex to Eurocode 1. ‘Actions on structures. General actions. Densities, self-weight, imposed loads for buildings’ |
BS EN 1991-1-3 | UK National Annex to Eurocode 1. ‘Actions on structures. General actions. Snow loads’ |
BS EN 1991-1-4 | UK National Annex to Eurocode 1. ‘Actions on structures. General actions. Wind actions’ |
BS 648 | ‘Schedule of weights of building materials’ |
All foundations should be:
- continuous throughout the building, including integral garages, porches, conservatories, bay windows, etc
- symmetrical beneath load-bearing elements (ie, walls should be located centrally on foundations).
Foundation width and thickness#
The following guidance covers the design and construction of foundations only in normal or undisturbed natural ground - ie, for which the use of strip footings or trench fill foundations using unreinforced concrete, as shown in figure below, are sufficient. For sites where hazardous conditions exist as described in clause 4.3.4 and which might require reinforced strip footings, rafts or piled foundations, the design should be undertaken by a suitably qualified person.
The width of the foundation should:
- be of sufficient width throughout to avoid overstressing the ground, especially where the foundation is required to support piers or columns
- depend on the load-bearing capacity of the subsoil and the loads from the building
- not be less than the wall thickness, plus at least 50mm each side.
The width of strip foundations should account for ground conditions and be in accordance with the following table:
Table 2: Acceptable foundation widths
The thickness (T) of the foundation should be:
- equal to projection (P) or 150mm (whichever is greater)
- 150mm to 500mm for strip foundation
- 500mm minimum for trench fill foundations.
Stability of any adjoining building#
Where foundations are taken deeper than an adjoining building, excavation and construction will usually need to be carefully supervised by the design engineer, to check the standard of workmanship. Where necessary, allowance should be made in the design for differential movement.
Last updated: 2nd January 2024