A built up I-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 4.7
Posted: Fri Mar 04, 2022 9:47 am
A built up I-section is formed from plates welded together as
shown in the figure. It is to be used as a column L = 4.7 m long.
All elements are A36 steel and connected such the section is fully
effective. Using the following properties, calculate the flexural
buckling stress, Fcr, in MPa using theoretical k.
b tf I h L tw
shown in the figure. It is to be used as a column L = 4.7 m long.
All elements are A36 steel and connected such the section is fully
effective. Using the following properties, calculate the flexural
buckling stress, Fcr, in MPa using theoretical k.
- A Built Up I Section Is Formed From Plates Welded Together As Shown In The Figure It Is To Be Used As A Column L 4 7 1 (15.65 KiB) Viewed 81 times