2. A square tied column is 430 mm x 430 mm with 8- 28 mm Grade 415 bars. The lateral ties are 10 mm diameter bars with 40 mm concrete cover. If the unsupported length is 2.50 m and Ku = 1.0, what is the safe ultimate load on the column based on the 2015 NSCP? f'c = 28 MPa. Moment on the column is neglected.
2. A square tied column is 430 mm x 430 mm with 8- 28 mm Grade 415 bars. The lateral ties are 10 mm diameter bars with 40 mm concrete cover. If the unsupported length is 2.50 m and Ku = 1.0, what is the safe ultimate load on the column based on the 2015 NSCP? f'c = 28 MPa. Moment on the column is neglected.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![2. A square tied column is 430 mm x 430 mm with
8- 28 mm Grade 415 bars. The lateral ties are 10
mm diameter bars with 40 mm concrete cover. If
the unsupported length is 2.50 m and Ku = 1.0,
what is the safe ultimate load on the column based
on the 2015 NSCP? f'c = 28 MPa. Moment on the
column is neglected.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F12e91218-631b-4412-8b17-91cb2f69053d%2Fcf4079b6-4d5d-4c0c-b718-d952831bf0a0%2Fli33h4e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. A square tied column is 430 mm x 430 mm with
8- 28 mm Grade 415 bars. The lateral ties are 10
mm diameter bars with 40 mm concrete cover. If
the unsupported length is 2.50 m and Ku = 1.0,
what is the safe ultimate load on the column based
on the 2015 NSCP? f'c = 28 MPa. Moment on the
column is neglected.
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