Abstract
Improvement in Critical Load for Buckling of Structural Steel I-Section Column in Fixed-Free Condition by Modifying the Cross-Section
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal for Research in Applied Science and Engineering Technology
Paper Title
Journal
Date
