229 5
All other forms of massive arrangement of materials
for the support of vertical pressure are to be consider-
ed under the general head of Pier supports.
All provisions made to enable a wall to bear any kind of
lateral pressure are to be considered under the general
head of Buttress supports
When the obtaining of seclusion or protection from
x. Except when the scale of the building would render the weather is a function of the wall as well as that of ver-
mass of necessary for a safe fine support, inconvenient tical support, the simplest and best form will necessarily
in internal arrangements. be that of pillar or pier support with veils between the
pi[u]llars (x) When resistance of violence is addedto
these functions the necessarily uncreased thickness of the
wall may render the roof entirely subordinate; the wall
being much more than adequate to the weight it has to bear;
Or the roof may be altogether absent:
Our work therefore, in considering the walls of buildings
will be first, an analysis of the general idea of pier
or pillar support.
Secondly an analysis of the mode of unison of pier or
pillar support wit[l]h wall veils
Thirdly, a consideration of the forms of walls whose mass
renders their function of vertical support subordinate
Fourthly, the analysis of the general side of Buttress
support
[Version 0.05: May 2008]