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calculation to obtain the force distribution of the braced frame, the
DOI link for calculation to obtain the force distribution of the braced frame, the
calculation to obtain the force distribution of the braced frame, the
that they do not collapse prior to the columns. The same holds for the interaction formulae have been presented for pin-ended beam-colomns axial compression and bending. To obtain the magnitude of that the use of the system length as buckling length in many cases [6]. Therefore, checks on column stability in elastic effective length. elastic effective length as buckling length in the interaction formulae,
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 4
eBook ISBN 9780429180651
ABSTRACT
Figure 4: Comparison of bending moment diagrams.