2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The column is 22-ft long and is fixed at the base and fixed against rotation at the top The top of the column is free to translate (sidesway) Required: Determine the column capacity, opn
2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The column is 22-ft long and is fixed at the base and fixed against rotation at the top The top of the column is free to translate (sidesway) Required: Determine the column capacity, opn
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown.
Fy = 50 ksi
The column is 22-ft long and is fixed at the base and fixed against rotation at the top
The top of the column is free to translate (sidesway)
Required:
Determine the column capacity, Pn
I](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5256395-d523-408e-9a7a-e2ddecbcfab3%2F8a4770d5-c2ef-4344-a71d-e9b2927b5318%2Fs44xdu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown.
Fy = 50 ksi
The column is 22-ft long and is fixed at the base and fixed against rotation at the top
The top of the column is free to translate (sidesway)
Required:
Determine the column capacity, Pn
I
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