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
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![Question 27
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4d7cfcb9-0d3a-481a-bf67-f2d263d36acd%2Fbb636791-782d-467f-9fef-e26e3b4f33ab%2F3vhj52c_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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
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