The Viaduct Works' Handbook
Forfatter: Henry N. Maynard
År: 1868
Forlag: E. And F. N. Spon
Sted: London
Sider: 108
UDK: 624.3
Being A Collection Of Examples From Actual Practice Of Viaducts, Bridges, Roofs, And Other Structures In Iron; Together With Tables Of Prices, Weights, And Other Information Useful To Engineers In Design And Estimating Wrought And Cast-Iron Work
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67
pillars may be taken at £1 12s. each, and the girders at £4 6s. 87.
each ; this for a bay 20 feet length of shed of these pillars and girders
would cost £11 17s. 4d.
A more substantial shed of this class, for framed roof, as at
page 66, can be built with the same stanchions and girders for spans
up to 35 feet; but from 40 feet up to 60 feet span requires stronger
sections of girder and column. A wrought-iron stanchion, 16 feet
high, suitable for roof up to 60 feet span, would weigh about 5i cwt.,
and cost about £4 12s.; and a wrought-iron gutter beam, 20 feet
long, weighs about 8 cwt., and will cost about £6 8s. The cost of
such a building complete may be reckoned at about £10 10s. per
square. ,
The accompanying illustration represents a class of building com-
posed chiefly of iron and wood ; the framework is of iron. A large
number of them are manufactured at the Viaduct Works for soldiers
huts for the Government. The floor is supported upon cast-iron
foundation piers, placed 5 feet 6 inches apart, upon which are laid
wood bearers, 6 inches by 3 inches in length, corresponding to width
of building; these bearers are placed at a distance of 6 feet 6 inches
apart, and upon these are fastened wood floor joists of ordinary size,
about 16 inches apart, to which the flooring boards are secured. The
walls or sides of the building are composed of iron and wood ; vertical
angle iron stanchions are placed 6 feet 6 inches apart, and bolted to the
floor bearers; to these stanchions are secured outside weather board-
ing and inside panelling, all of boards l of an inch thick. The