BackgroundProgramme of workObjectivesTarget OutputsProgressDissemination eventsRepair Configurations1 Modified flitch and upgrade of beams2 Compression and tension zone upgrading3 Improving effective span: depth ratio4 Tension Compression zone upgrading5 Upgrading glulam beams6 Beam end repair7 King post truss8 Repair to beams or joints above decorative ceilings9 Bonded-in dowel joints10 Bonded-in plate jointsProject PartnersDocumentsContacts

LICONS Project:- Repair Configurations

6, Beam End Repair

Please note that the method shown is schematic only. The number of holes the size and the length of the dowels is determined by engineering calculation for which the following information is required:

Length and section size of the new timber to be installed
Timber species and moisture content
Length and section sizes of the full beam
Current and anticipated loading