A 500 x 500 mm tied column is to be reinforced with 16 mm diameter vertical bars. What would be the ultimate axial capacity of the column (kN) using minimum reinforcement? fc'=28 MPa, fy=415 MPa. Round off your answer to two (2) decimal places. No need to indicate the unit in your answer. Answer:

A 500 x 500 mm tied column is to be reinforced with 16 mm diameter vertical bars. What would be the ultimate axial capacity of the column (kN) using minimum reinforcement? fc'=28 MPa, fy=415 MPa. Round off your answer to two (2) decimal places. No need to indicate the unit in your answer. Answer:

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.1P: A column in a building is subjected to the following load effects: 9 kips compression from dead load...

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A 500 x 500 mm tied column is to be reinforced with 16 mm diameter vertical bars.
What would be the ultimate axial capacity of the column (kN) using minimum
reinforcement? fc'=28 MPa, fy=415 MPa. Round off your answer to two (2) decimal
places. No need to indicate the unit in your answer.
Answer:

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