These pictures are from real TRS Jobs. (Click on the thumbnail to
enlarge).
 | 1.
TYPE C First floor joist end above a lath and plaster ceiling, into a party
wall, affected by rot. |  | 2.
TYPE C Slot cut from above, before the end was cut off, now being cleaned out
with an auger. |
 | 3.
TYPE C Timber-Resin Splice unit fitted with face sealant in place, being finally
aligned. |
 | 4.
TYPE C Epoxy pouring grout used to fill the slot to at least above the top
shear connector. |
 | 5.
TYPE E Damaged Tie Beam cut through, with rotted end visible. |
 | 6.
TYPE E Removing the decayed part, prior to drilling holes up the end grain. |
 | 7.
TYPE E Timber-Resin Splice unit in place, showing slots also cut into the principal
rafter for shear connectors. |
 | 8.
TYPE H Side slotted Timber-Resin Splice showing shear connectors loosely placed. |
 | 9.
TYPE H A further view, illustrating the facility to fit several shear connectors
in each slot; a matching set of slots has to be cut into the parent timber. |