Pb-3b, A circular column has to be designed using lateral ties to carry an axial load of 1500kN. Using M25 mix and Fe 415 grade steel, what is the required diameter of column section? (assume longitudinal steel percentage = 1% of gross area) -

Pb-3b, A circular column has to be designed using lateral ties to carry an axial load of 1500kN. Using M25 mix and Fe 415 grade steel, what is the required diameter of column section? (assume longitudinal steel percentage = 1% of gross area) -

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.5P

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Question

Pb-3b, A circular column has to be designed using lateral ties to carry
an axial load of 1500kN. Using M25 mix and Fe 415 grade steel, what
is the required diameter of column section? (assume longitudinal
steel percentage = 1% of gross area)

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