Q.10 A circular column has to be designed using lateral ties to carry an axial load of 1500 kN. Using M25 mix and Fe415 grade steel, what is the required diameter of column section? [Assume longitudinal steel percentage = 1% of gross area]
Q.10 A circular column has to be designed using lateral ties to carry an axial load of 1500 kN. Using M25 mix and Fe415 grade steel, what is the required diameter of column section? [Assume longitudinal steel percentage = 1% of gross area]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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