The kern of a section is the region in which a compressive point load may b
e applied without producing any tensile stress on the cross section. Ten th
eorems describing the characters of the kern of a general cross section are
derived. Three types of cross sections are considered: simply connected, m
ultiply connected, and disconnected. It is shown how to obtain the kern of
a multiply-connected or disconnected cross section using an auxiliary simpl
y-connected section. Qualitative shapes of the kerns of some cross sections
, with known numerically calculated kerns, are obtained using the derived t
heorems. Kern ratio is defined and its boundedness is discussed. The kern r
atio of regular polygonal sections are obtained as a function of the number
of vertices and its minimum and maximum are calculated. The paper ends wit
h an analytical derivation of the kern bf a general cross section with some
examples. (C) 2000 Elsevier Science Ltd. All rights reserved.