Prestressing of steel girders, in order to gain economy of
material, is starting to become popular in the United States.
An inherent danger in the stressing operation is loss of
stability of the girder between the points of attachment of the
tendon. The paper presents design charts for the elastic
buckling load induced by stressing an eccentric tendon, and
uses this to obtain a design buckling strength in accordance
with the LRFD Specification.
Download File
Tidak ada komentar:
Posting Komentar