Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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