Alberti, Leone Battista, Architecture, 1755

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1it proceeds, that the lower Part of Stones is of
a
more ſolid and weighty Conſiſtence than the
Upper
, and that they interrupted with Veins,
juſt
according as their Subſtances happened to
unite
and conglutinate.
That Matter which is
found
within the Veins, whether it be the Scum
of
the firſt congealed Subſtance mix'd with the
Dregs
of the adventitious Matter, or whatever
elſe
it be, as it is plainly of ſo different a Con­
ſiſtence
, that Nature will not permit it to
unite
with the reſt, it is no Wonder that it is
the
Part in Stone which is apt to crack.
And
indeed
, as Experience teaches us, the Deva­
ſtations
of Time too evidently demonſtrate,
without
ſearching into Cauſes more remote,
that
all vegetative and compound Bodies con­
ſume
and decay; ſo in Stones, the Parts ex­
pos
'd to the Weather are ſooneſt rotted.
This
being
the Caſe, we are adviſed in Placing our
Stone
to ſet thoſe Parts of it which are the
ſtrongeſt
, and leaſt apt to putrify, againſt the
Violence
of the alternate Injuries of the Wea­
ther
, eſpecially in thoſe Parts of the Building
where
moſt Strength is requir'd.
For this Rea­
ſon
we ſhould not ſet the Veins upright, leſt
the
Weather ſhould make the Stone crack and
ſcale
off; but they ſhould be laid flat down­
wards
that the Preſſure of the incumbant
Weight
may hinder them from opening.
The
Side
which in the Quarry lay moſt hid, ſhould
be
placed againſt the Air; becauſe it is always
the
ſtrongeſt and moſt unctious.
But of all
Stone
, none will prove ſo hardy as that which
has
its Veins not running in parellel Lines with
thoſe
of the Quarry, but croſſway and directly
tranſverſe
.
Moreover the Corners throughout
the
whole Building, as they require the
greateſt
Degree of Strength, ought to be par­
ticularly
well fortify'd; and, if I miſtake not,
each
Corner is in effect the half of the whole
Structure
; for if one of them happens to fail,
it
occaſions the Ruin of both the Sides to
which
it anſwers.
And if you will take the
Pains
to examine, I dare ſay you will find that
hardly
any Building ever begins to decay, but
by
the Fault of one of its Corners.
It there­
fore
ſhew'd great Diſcretion in the Ancients,
to
make their Corners much thicker than the
reſt
of the Wall, and in Porticoes of Columns
to
ſtrengthen their Angles in a particular Man­
ner
.
This Strength in the Corners is not re­
quired
upon Account of its Supporting the
Covering
(for that is rather the Buſineſs of the
Columns
) but only to keep the Wall up to its
Duty
, and hinder it from leaning any Way
from
its perpendicular.
Let the Corners there­
fore
be of the hardeſt and longeſt Stones,
which
may embrace both Sides of the Wall, as
it
were, like Arms; and let them be full as
broad
as the Wall, that there may be no need
to
ſtuff the Middle with Rubbiſh.
It is alſo
neceſſary
, that the Ribs in the Wall and the
Jambs
or Sides of the Apertures, ſhould be
fortify
'd like the Corners, and made ſtrong in
proportion
to the Weight they are deſign'd to
ſupport
.
And above all we ſhould leave Bits,
that
is to ſay, Stones left every other Row jut­
ting
out at the Ends of the Wall, like Teeth,
for
the Stones of the other Front of the Wall
to
faſten and catch into.
CHAP. VIII.

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