Effective length L_e for fixed-free (cantilever) column is:
AL
BL/2
C2L (least efficient end condition)
D0.5L
Answer & Solution
Correct answer: C. 2L (least efficient end condition)
Effective length factor K = L_e/L: pinned-pinned K=1.0
fixed-fixed K=0.5; fixed-pinned K=0.7 (or 0.699)
fixed-free K=2.0. Lower K
→ higher buckling load (lower L_e).
Fixed-fixed buckles at 4× pinned-pinned.
Fixed-free buckles at 1/4 of pinned-pinned.
Keep practising Strength of Materials
Browse all Strength of Materials questions for B.Tech Civil, or explore more Civil Engineering topics.
Related questions
Modulus of elasticity for concrete (per IS 456):Yield strength of structural mild steel (IS 226):For a thin sphere under internal pressure p:For thin cylinder under internal pressure p (diameter d, thickness t):For pure shear (σ_x = σ_y = 0, τ_xy = τ), principal stresses are:Maximum shear stress occurs on planes oriented at ___ to principal planes:Principal planes are characterized by:Slenderness ratio of a column is: