241 15
diameters shall be of due proportion ao the roof weight
The su[w]ccessive floors are nothing but so many ties upon
the shaft, which may be theoretically considered as
continuous and bound by the intermediate floor in order to
prevent its bending: Evidently however it is more secure
Note: The superimposition of shafts with level architraves and more graceful to construct the elevation of successive
a style not en[b]ough worked at, except in round end of shafts, with the floors laid upon them by means of true
Pisa and baptistery of Parma. capitals than of one continuous shaft with the floor let
in it.
When a shaft is detached, its strength and best form is
one tapering slightly to the top; and swelling as it des-
cends: but when it is tall and supported by a wall,
such a form would be inconvenient, and indeed in very
narrow shafts impreceptible: Such shafts are true
verticals therefore and of constant sections.
When a roof is raised high upon continuous shaftsm the
wall veil between them has the function of a buttress;
and their justproportion is that which appears adequate
to the support of the roof at an ordinary height; and which
only requires the aid of the walls to prevent its greant
l ngth from bending; the External buttress have
exactly the same function; and each pier of such a
building may be considered as supported by wall buttresses
on thr[e]e[m]e of its four sides.
[Version 0.05: May 2008]