te tw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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 = 4.8 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.
Flanges: b = 190 mm, tf = 16 mm
Web: h = 340 mm, tw = 7 mm
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