Basic Calculation of Column Buckling

For an axially loaded column, the calculation is in metric or imperial units, depending on the set standard. The ANSI standard uses the imperial units (with appropriate section dimensions).

Calculated parameters

Reduced length

Lred = n L

Slenderness ratio

λ = Lred / jmin

Radius of gyration

Rankin critical stress

Rankin’s critical force

FcrR = σR S

Rankin’s maximal force

FmaxR = FcrR/ kS

Rankin’s calculated safety factor

ksR = FcrR / Fa

Johnson critical stress

Johnson’s critical force

FcrJ = σJ S

Johnson’s maximal force

FmaxJ = FcrJ / ks

Johnson’s calculated safety factor

ksJ = Fcr J / Fa

Euler’s critical stress

σE = π2 E / λ2

Euler’s critical force

FcrE = σE S

Euler’s maximal force

FmaxE = FcrE / ks

Euler’s calculated safety factor

ksE = FcrE / Fa

Pressure stress

σp = Fa / S

Critical force

FcrP = Sy S

Maximal force

FmaxP = FcrP / ks

Calculated safety factor in pressure

ksP = FcrP / Fa

Strength check

ks ≤ min (ksR , ksJ , ksE , ksP )

Coefficient for end conditions

Factor for reduced (effective) length calculation,whose value depends on the conditions of end support of the column.

Meaning of used variables

F a

maximum load [lbforce, N]

n

coefficient for end conditions

k s

required safety factor

E

modulus of elasticity [psi, MPa]

L red

reduced length [in, mm]

S

section area [in 2 , mm 2 ]

j min

moment of inertia [in 4 , mm 4 ]

  λ

Slenderness ratio

j min

least radius of gyration [in, mm]

σR

Rankine’s critical stress [psi, MPa]

F crR

Rankine’s critical force [lbforce, N]

F maxR

Rankine’s maximal force [lbforce, N]

k sR

Rankine’s calculated safety factor

σ j

Johnson’s critical stress [psi, MPa]

F crJ

Johnson’s critical force [lbforce, N]

F maxJ

Johnson’s maximal force [lbforce, N]

k sJ

Johnson’s calculated safety factor

σ E

Euler’s critical stress [psi, MPa]

J min

least moment of inertia

F crE

Euler’s critical force [lbforce, N]

F maxE

Euler’s maximal force [lbforce, N]

k sE

Euler’s calculated safety factor

σ P

Pressure stress [psi, MPa]

F crP

Critical force [lbforce, N]

F maxP

Maximal force [lbforce, N]

J min

least moment of inertia

k sP

Calculated safety factor in pressure