Question 27 1 points Save Ans A built up l-section is formed from plates welded together as shown in the figure. It is to be used as a column L= 3.8 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 = 150 mm, te = 18 mm Web: h = 310 mm, tw = 7 mm Write your final answer in two decimal places only. I. tf
Question 27 1 points Save Ans A built up l-section is formed from plates welded together as shown in the figure. It is to be used as a column L= 3.8 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 = 150 mm, te = 18 mm Web: h = 310 mm, tw = 7 mm Write your final answer in two decimal places only. I. tf
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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