Difficulty: Easy
Correct Answer: All the above.
Explanation:
Introduction / Context:
Design and detailing rules for columns cover steel percentage limits, minimum number of bars, and special reinforcement such as helical ties. Additionally, members with very small effective lengths relative to their lateral dimensions are categorized differently (as pedestals) because slenderness effects are negligible. This question bundles several fundamental rules typically recalled from RCC design codes and handbooks.
Given Data / Assumptions:
Concept / Approach:
Columns must ensure adequate ductility and load transfer through a reasonable distribution of longitudinal bars. Minimum percentages and bar counts prevent reinforcement from being too sparse; maximum limits avoid congestion. Helical reinforcement improves confinement but still requires a minimum number of longitudinal bars. Short stocky members are treated as pedestals, simplifying design against buckling.
Step-by-Step Solution:
Verification / Alternative check:
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
Discussion & Comments