Scientific American Supplement, No. 1082, September 26, 1896Various
Science
Scientific American Supplement, No. 1082, September 26, 1896
Various
Science -- Periodicals
The building for the Society of Civil Engineers is remarkable from
several points of view as regards construction and the arrangement of
plan. The façade and plans will appear in the Building News as soon as
the work is completed, and will form an interesting subject for
comparison with the building recently completed for the English
Society of Engineers, and with that about to be commenced at New York
for the American Society.
Before entering into a detailed description of the system employed, a
summary idea of the plan and general scheme of construction will not
be uninteresting. The architect, M. Fernand Delmas, has endeavored to
construct the building on economical lines, employing to a large
extent iron and those modern materials which have been tried and found
fitting as regards suitability and economy; the building will cost
£22,000, and it has been made a sine qua non that all the contractors
shall be members of the Society of Engineers.
The length of the façade is 100 ft.; the total depth of the building
is nearly equal to the frontage; the height from pavement to cornice
is 60 ft. The façade is built of solid stonework throughout its length
and height. The thickness of the masonry is 24 in. at the lower
stories and 18 in. at the upper portion. The façade wall is really the
only portion of solid masonry work in the whole building, and forms a
decorative mask to the body of the building, which is constructed of a
framework of iron. The chief supports of the building proper consist
of four framed iron uprights, 16 in. by 16 in. rising from the
basement to the roof. These uprights are solidly trussed and held
together at the floor levels by strong iron girders supporting the
iron joists of the upper floors and the light partitions which divide
up each story. This system is at once economical and practical. The
whole building is thus self-supporting, and the thick walls which
would otherwise be necessary for carrying the upper floors are thus
avoided.
[Illustration: CEMENT ARMÉ CONSTRUCTION OF FLOORS, PILLARS AND
ARCHES.]
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