The axial load carrying capacity of a column of a given material, cross-sectional area and length is governed by
- AStrength of its material only
- BIts flexural rigidity only
- CIts slenderness ratio only
- DBoth flexural rigidity and slenderness ratioCorrect
Solution
Concept
Column load capacity depends on material strength for short columns and on flexural rigidity (EI) and slenderness ratio for long columns.
Formula
Pcr = π²EI / Lₑ²; λ = Lₑ / r
Step-by-step solution
1. The material, area and length are given. 2. A short column fails by crushing, so strength of material governs. 3. A long column fails by buckling, so the Euler load Pcr = π²EI / Lₑ²governs. 4. Pcr depends on flexural rigidity EI and effective length. 5. Slenderness ratio λ = Lₑ/ r combines length, area and moment of inertia. 6. So the capacity is governed by both flexural rigidity and slenderness ratio.
Explanation
For a given material, area and length, the load capacity depends on how easily the column buckles. Buckling depends on flexural rigidity (EI) and on slenderness ratio (Lₑ/r). So both together govern the capacity.
Shortcut
Column capacity: short means strength, long means buckling (EI and slenderness).
Common mistake
Thinking only material strength decides the column load.
Correct answer: D) Both flexural rigidity and slenderness ratio