Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live load. The steel material is $275. The column is HE450B. P min ww gost T 4500 mm Homework 4 - Compression Members - Flexural Buckling Strength QUESTION 7 According to the calculation above, we can say that the flange and web elements are slender elements nonslender elements QUESTION 8 Calculate the buckling length according to the x axis (Lcx) (unit will be mm and no need to write the unit). QUESTION 9 Calculate the buckling length according to the y axis (Lcy) (unit will be mm and no need to write the unit). 0 0
Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live load. The steel material is $275. The column is HE450B. P min ww gost T 4500 mm Homework 4 - Compression Members - Flexural Buckling Strength QUESTION 7 According to the calculation above, we can say that the flange and web elements are slender elements nonslender elements QUESTION 8 Calculate the buckling length according to the x axis (Lcx) (unit will be mm and no need to write the unit). QUESTION 9 Calculate the buckling length according to the y axis (Lcy) (unit will be mm and no need to write the unit). 0 0
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 5.10.4P
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Question
![Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live load. The steel material is $275. The column is HE450B.
P
min
4500 mm
T
4500 mm
Homework 4 - Compression Members - Flexural Buckling Strength
QUESTION 7
According to the calculation above, we can say that the flange and web elements are
slender elements
nonslender elements
QUESTION 8
Calculate the buckling length according to the x axis (Lcx) (unit will be mm and no need to write the unit).
QUESTION 9
Calculate the buckling length according to the y axis (Lcy) (unit will be mm and no need to write the unit).
П](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4214742d-335f-464c-bd60-3506fb1fe7f8%2F1e9767c8-9e40-43d2-88b6-6af6079f2b74%2Fe5c9ypp_processed.png&w=3840&q=75)
Transcribed Image Text:Determine whether the column shown in Figure is adequate to support 850 kN dead load 2400 kN live load. The steel material is $275. The column is HE450B.
P
min
4500 mm
T
4500 mm
Homework 4 - Compression Members - Flexural Buckling Strength
QUESTION 7
According to the calculation above, we can say that the flange and web elements are
slender elements
nonslender elements
QUESTION 8
Calculate the buckling length according to the x axis (Lcx) (unit will be mm and no need to write the unit).
QUESTION 9
Calculate the buckling length according to the y axis (Lcy) (unit will be mm and no need to write the unit).
П
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