Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
I = 18.4×10° mm“, ry = 49.3 mm. The column us fixed the column so that deflection in the r However, the column is free to deflect in the y -z plane a Per of the column. Assume E = 200 GPa and oy = 250 z plane is res ckling load about both the strong and the weak avis

I = 18.4×10° mm“, ry = 49.3 mm. The column us fixed the column so that deflection in the r However, the column is free to deflect in the y -z plane a Per of the column. Assume E = 200 GPa and oy = 250 z plane is res ckling load about both the strong and the weak avis

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

Don't attempt if you are not sure  , I will downvote wrong answers

.As shown in Figure 10, a W310 × 60 structural steel shape is used as a column with an actual , length of L = 9 m. The following section properties of the column are given: I; = 128×106 mm rz = 130 mm, Iz = 18.4×106 mm4, ry = 49.3 mm. The column us fixed at base A. Lateral support is provided to the column so that deflection in the r - z plane is restricted at the upper end of the column. However, the column is free to deflect in the y – z plane at B. Determine the critical buckling load Per of the column. Assume E = 200 GPa and oy = 250 MPa. You need to calculate the critical buckling load about both the strong and the weak axis, and then decide the actual critical buckling load. You also need to check if the column remains elastic, so that the critical load equation you used is valid. B Weak axis 9 m Strong - axis W310 x 60 A Figure 10
Transcribed Image Text:.As shown in Figure 10, a W310 × 60 structural steel shape is used as a column with an actual , length of L = 9 m. The following section properties of the column are given: I; = 128×106 mm rz = 130 mm, Iz = 18.4×106 mm4, ry = 49.3 mm. The column us fixed at base A. Lateral support is provided to the column so that deflection in the r - z plane is restricted at the upper end of the column. However, the column is free to deflect in the y – z plane at B. Determine the critical buckling load Per of the column. Assume E = 200 GPa and oy = 250 MPa. You need to calculate the critical buckling load about both the strong and the weak axis, and then decide the actual critical buckling load. You also need to check if the column remains elastic, so that the critical load equation you used is valid. B Weak axis 9 m Strong - axis W310 x 60 A Figure 10
Expert Solution
steps

Step by step

Solved in 3 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Introduction to engineering design
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS