Stress intensity factors for edge-cracked plates are commonly available for
long plates with height-to-width ratios H/W > 1. In the present note, stre
ss intensity factor solutions are reported for short plates in tension and
bending. In order to allow the computation of stress intensity factors unde
r arbitrary loadings, two possibilities are considered. For the treatment o
f known stress distributions in the uncracked plate, the weight function is
an appropriate tool. For arbitrarily prescribed tractions at the plate end
s, a superposition method based on sectionally constant tractions is descri
bed and illustrated by examples.