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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59
better for roofing over furnaces. Galvanized iron forms a very light
covering, and its lightness and portability render it very suitable
for export, whilst its rigidity when corrugated imparts great strength
to the framing when properly secured to it. No. 16, B. W. G.,
corrugated iron is the thickness most generally used, and weighs about
350 pounds per square. Galvanized iron and zinc should not be used
in situations much exposed to air impregnated with the gases arising
from combustion of coal, as, for example, on the roof over a retort
house of a gas works; the galvanized iron will decay very rapidly in
such a situation by the decomposition of the zinc. Painted cor-
rugated iron is very much used because it is cheaper than galvanized
iron, and, when in pure air and kept well painted, is found to form a
tolerably good and durable covering, but should be used somewhat
thicker than galvanized iron.
The accompanying sketcli represents the form of framework
or “truss ” generally used for ordinary roofs up to about 60 feet
span, the pitch or rise for slates being about 2 to 1. In the fol-
lowing table of approximate prices for roofs of this class, the price is
given for a square of 100 superficial feet, measured up tlie slope of
the rafter. In calculating the cost of a roof from this, without
drawings, a near approximation may be obtained by taking the
outside width of the building over the gutters and adding 10 per
cent.; this multiplied by the length of building will give the number
of superficial feet, and divided by 100 gives the number of squares.
Example:—A building is to be covered which is 300 feet long,
40 feet wide, and the gutters project 6 inches each side; therefore
300 x 41 = 12,300, add 10 per cent. = 13,530, divide by 100 =
135’3 squares.