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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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