Slenderness Ratio
Ratio governing column buckling.
Formula
Live Calculator
MembersVariables
Example
High \lambda columns buckle easily
How it works
The slenderness ratio compares how long a compression member is to how effectively its cross-section resists bending. The effective length, Le, captures the fact that end supports change the buckling shape and therefore the member’s stability, while the radius of gyration, r, measures how spread out the area is about the centroid; a larger r means the section is harder to bend. This ratio is central to buckling because elastic instability becomes more likely as a member gets longer or more flexible relative to its section size.
When to use it
Use this when checking columns, struts, braces, or any member carrying mainly axial compression to judge whether buckling may control the design. It is especially important in steel, timber, and reinforced concrete design when comparing different end conditions or section shapes.
Worked example, step by step
A steel column has an effective length of 4.2 m and a radius of gyration of 38 mm. Convert units so they match: Le = 4.2 m = 4200 mm Use the formula: λ = Le / r Substitute values: λ = 4200 / 38 Calculate: λ = 110.53 Final answer: the slenderness ratio is approximately 111 (dimensionless).
Common mistakes to avoid
- Using the actual member length instead of the effective length that depends on end restraints
- Mixing units, such as putting Le in metres and r in millimetres
- Confusing a higher slenderness ratio with greater strength, when it usually indicates greater buckling susceptibility
Did You Know?
Slender columns fail by buckling before crushing.
Share this formula
More in Materials & Civil
View allStress
BasicInternal force per unit cross-sectional area.
Strain
BasicFractional deformation under load.
Young Modulus
IntermediateRatio of stress to strain; measures material stiffness.
Factor of Safety
IntermediateRatio of a material strength to the actual applied stress.
Cantilever Beam Deflection
AdvancedMaximum deflection of a cantilever with an end load.
Rectangular Area Moment of Inertia
AdvancedSecond moment of area for a rectangular cross-section.