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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Roofs of the arched form are sometimes preferred as presenting
less surface to the wind, and as requiring less height of supporting
walls or columns than the ordinary ridge roofs for the same height
inside. When fine interior effect is desired, the arch may approach
the semicircle, or assume the proportions of a bold ellipse, being in
such cases formed to dispense with transverse ties or trussing. The
following sketch is an example of this class of roofs recently made at
Crumlin, of very substantial scantlings, calculated to resist the most
severe hurricane of a tropical climate. The ribs are of the latticed
girder principle, varying in depth according to the span ; covering is
of very stout corrugated iron, and the top of the Louvre ventilator
is covered with plate glass roughened on the inside for the purpose of
moderating the effect of the sun’s rays. If it is desired, an inner
lining can be added of corrugated iron of a thinner description than
that outside, forming a double roof with air space between. This
arrangement is often adopted in a tropical climate, as it admits of a
current of air passing between the two coverings, which greatly
assists in cooling the atmosphere of the building.
Roofs of this class are made of very large spans. Some ex-
amples are now in course of erection in this country upwards of
200 feet clear span, but it is desirable, if circumstances will admit,
to introduce some kind of internal bracing, in the manner shown
by the following sketch, particularly where the spans are very large,
and in an exposed position, or subject to hurricanes. Large roofs of
this class, however, are exceptional, and it is not proposed to do