Flexural resistance of longitudinally stiffened plate girders

Flexural resistance of longitudinally stiffened plate girders

AASHTO LRFD requires the use of longitudinal stiffeners in plate girder webs when the web slenderness D/tw is greater than 150. This practice is intended to limit the lateral flexing of the web plate during construction and at service conditions. AASHTO accounts for an increase in the web bend buckl...

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Bibliographic Details
Main Author: Palamadai Subramanian, Lakshmi Priya
Other Authors: White, Donald W.
Format: Others
Language:en_US
Published: Georgia Institute of Technology 2016
Subjects:
Longitudinal stiffener
AASHTO
AISC
Lateral torsional buckling
Web buckling
Web load shedding factor
Plate girders
I-girders
Residual stresses
Noncompact Web slenderness limit
Online Access:http://hdl.handle.net/1853/54436

Internet

http://hdl.handle.net/1853/54436

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