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- 3.5 m long. All olements are A36 stool and connected such the section is fully effective. Using the following propertios, calculate the floxural buckling stress, Fer, in MPa using theorotical k. Flanges: b = 150 mm, ty = 17 mm Web: h= 310 mm, tw 7 mm Write your final answer in two decimal places only. I tw

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- 3.5 m long. All olements are A36 stool and connected such the section is fully effective. Using the following propertios, calculate the floxural buckling stress, Fer, in MPa using theorotical k. Flanges: b = 150 mm, ty = 17 mm Web: h= 310 mm, tw 7 mm Write your final answer in two decimal places only. I tw

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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