Author :
Azhari, M.,Bradford, M. A.
Title of Article :
Design of transversely stiffened webs of I-beams
Title Of Periodical :
J. CONSTRUCT STEEL RESEARCH
Descriptors :
Shear,Buckling,Stiffened webs,I-beams
Abstract :
The design rules for webs in shear given in the limit states British and Australian steel standards are reviewed.The semi-analytical complex finite strip method of buckling analysis is then used to obtain the elastic local bukling coefficients of the webs of I-beams subjected to shear when the restraint provided by the flanges is included. It is show
