Difficulty: Easy
Correct Answer: (1/2)*L
Explanation:
Introduction / Context:
In column buckling theory for steel and reinforced concrete members, the concept of effective length converts different end restraints into an equivalent pin–pin length for use in slenderness and Euler load calculations. When both ends of a column are fixed in position and restrained against rotation, the restraining stiffness greatly increases the buckling capacity, which is reflected by a shorter effective length than the actual height.
Given Data / Assumptions:
Concept / Approach:
Effective length L_eff is the notional length for which a pin–pin column would buckle in the same load as the real column with restrained ends. Classical end-condition factors (K-factors) provide L_eff = K * L. For fixed–fixed, K = 0.5, so L_eff = 0.5 * L. This smaller L_eff raises critical load and reduces slenderness ratio, λ = L_eff / r.
Step-by-Step Solution:
Identify end condition: fixed–fixed.Use K-factor: K = 0.5.Compute effective length: L_eff = K * L = 0.5 * L.Apply in design: slenderness λ = (0.5 * L) / r and P_cr = (pi^2 * E * I) / (L_eff^2).
Verification / Alternative check:
Relative comparison: for pin–pin, K = 1.0; for fixed–free (cantilever), K = 2.0; for fixed–pin, K ≈ 0.7. The fixed–fixed case appropriately gives the smallest K and thus the largest buckling load for a given L and section.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
(1/2)*L
Discussion & Comments