"The Forth Rail Bridge"
East of Scotland
The
2.5 km. (1.5 mile) Forth Railway Bridge, the world’s first major steel
bridge, with its gigantic girder spans of 521 m. (1710 ft.) ranks as one
of the great feats of civilization. It was begun in 1883 and formally
completed on 4 March 1890 when HRH Edward Prince of Wales tapped into
place a ‘golden’ rivet.Tancred–Arrol, constructed the bridge, robustly designed in the aftermath of the Tay
Bridge disaster by civil engineers Sir John Fowler and Benjamin Baker.
The balanced cantilever principle was adopted.
The
main crossing comprises tubular struts and lattice-girder ties in three
double-cantilevers each connected by 105 m. (345 ft.) ‘suspended’
girder spans resting on the cantilever ends and secured by man-sized
pins. The outside double-cantilever shoreward ends carry weights of
about 1000 tonnes to counter-balance half the weight of the suspended
span and live load.
This
concept is readily understood from Baker’s ‘human cantilever’ model
with his assistant Kaichi Watanabe representing the live load. The pull
in his supporters arms indicates the tension in the ties and the push in
the lower struts the compression in the tubes.
Each of the 110 m. (361 ft.) high
double-cantilevers is supported on well-founded granite faced piers. The
bridge’s construction involved the employment of 4,000 men at times,
the use of 54,000 tonnes of steel and driving 6,500,000 rivets. Its
total cost was £3,200,000 (~£235,000,000 today).
During
operations, rescue boats were stationed under each cantilever saving at
least 8 lives, but still 57 men lost their lives. The continuous
painting of its 18 ha. (45 acre) surface, for the first 100 years using
paint supplied by Craig & Rose, is now being done using a
state-of-the-art paint regime with at least a 20-year life.
In
1996 Railtrack (now Network Rail), at the request of the Health &
Safety executive, began a structural and maintenance assessment of the
structure. The result of this was the £40m refurbishment package which
began in 1998; this comprised steelwork repairs, surface coating, access
improvements and an upgrade of the floodlighting. The contractor
undertaking this work left site in 2002 due to financial problems.
Balfour Beatty Civil Engineering gained the maintenance contract in 2002
(£10M per annum until March 2009). The coating system employed for the
steelwork requires blast cleaning to bare metal; an application of zinc
based primer to prevent corrosion (35 microns); a glass flake epoxy
intermediate coat providing a barrier (400 microns); and, a polyurethane
gloss top coat to give an attractive “Forth Bridge Red” finish (35
microns) on all of its estimated 400,000m². This system which has been
tried and tested in an offshore environment is designed to give a
20year life which means the bridge may be free of its legendary
painters after 2009 for a short while!
Today, the bridge, Scotland’s
biggest ‘listed’ building, continues to form a vital artery in Network
Rail's East Coast railway system; it carries 180 - 200 train movements
per day.
ORTH ROAD BRIDGE FACTS & FIGURES
|
|
|
General Dimensions |
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Imperial
|
Metric
|
Main Span
|
3300 feet
|
1006m.
|
Side Span North
|
1340 feet
|
408m.
|
Side Span South
|
1340 feet
|
408m.
|
North Viaduct
|
842 feet
|
257m.
|
South Viaduct
|
1437 feet
|
438m.
|
Total Length between abutments
|
8259 feet
|
2517m.
|
Clearance under main span
|
150 feet
|
46m.
|
Carriageways
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Dual two lane carriageways
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Lane width
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12 feet
|
3.66m.
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Cycle paths
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2 nos. x 9 feet wide
|
2 nos. x 2.74m. wide
|
Footways
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2 nos. x 6 feet wide
|
2 nos. x 1.83m. wide
|
Total deck width
|
108 feet
|
33m.
|
Road level at side towers
|
153 feet above M.W.L.
|
47m. above M.W.L.
|
Road level at mid span
|
208 feet above M.W.L.
|
63m. above M.W.L.
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Tower height above M.W.L.
|
512 feet
|
156m.
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Main cable diameter
|
2 feet
|
610mm.
|
Wires in each main cable
|
11,618 wires in each
|
|
Diameter of wires
|
0.196 ins.
|
5 mm.
|
Ultimate tensile strength of wire
|
100/110 tons per sq. ins.
|
|
Total length of wire in 2 cables
|
30,800 miles
|
49,570 km.
|
Maximum anchor span cable load under dead load only
|
12,100 tons
|
12,292 tonnes
|
Total weight of wire
|
7,600 tons in two cables
|
7,720 tonnes in two cables
|
Diameter of suspenders
|
2.25 ins. on side span
1.875 ins. on main span
|
57 mm. on side span
47 mm. on main span
|
Longest suspender
|
296 feet
|
90m.
|
Shortest suspender
|
8 feet
|
2.4m.
|
Maximum suspender loads
|
220 tons side span
173 tons main span
|
224 tonnes side span
176 tonnes main span
|
Total weight of steel in bridge construction
|
39,000 tons
|
39,619 tonnes
|
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(Figures are approximate)
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