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]