'' 1852. The opening of the
Menai Bridge in 1826, to the east of where Britannia Bridge was later built, provided the first fixed road link between Anglesey and the mainland. The increasing popularity of rail travel shortly necessitated a second bridge to provide a direct rail link between London and the port of
Holyhead, the
Chester and Holyhead Railway. Other railway schemes were proposed, including one in 1838 to cross
Thomas Telford's existing Menai Bridge. Railway pioneer
George Stephenson was invited to comment on this proposal but stated his concern about re-using a single carriageway of the suspension bridge, as bridges of this type were unsuited to locomotive use. By 1840, a Treasury committee decided broadly in favour of Stephenson's proposals, however, final consent to the route, including Britannia Bridge, would not be granted until 30 June 1845, the date on which the corresponding
Parliamentary Bill received
royal assent. supported by masonry piers, the centre one of which was to be built on the Britannia Rock. Two additional spans of length would complete the bridge, making a continuous girder. The trains were to run inside the tubes (inside the
box girders). Up until then, the longest wrought iron span had been , barely one fifteenth of the bridge's spans of . As originally envisaged by Stephenson, the tubular construction would give a structure sufficiently stiff to support the heavy loading associated with trains, but the tubes would not be fully self-supporting, some of their weight having to be taken by suspension chains. It became apparent from Fairbairn's experiments that- without special precautions - the failure mode for the tube under load would be buckling of the top plate in compression, the theoretical analysis of which gave Hodgkinson some difficulty. When Stephenson reported to the directors of the railway in February 1846, he attached reports by both Hodgkinson and Fairbairn. From his analysis of the resistance to buckling of tubes with single top plates, Hodgkinson believed that it would require an impracticably thick (and therefore heavy) top plate to make the tubes
stiff enough to support their own weight, and advised auxiliary suspension from
link chains. == Construction and use ==