Column buckling worksheet with answers

Free printable Column buckling worksheet: 6 problems from easy to exam level, with an answer key. Print it or save it as a PDF.

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1.Easy
PL = 4 md = 60 mmcross-section

A column of length L made of steel is pinned at both ends. Using Euler’s formula, find its critical buckling load Pcr.

L = 4 mE = 200 GPa (steel)d = 60 mm
Pcr = kN
2.Easy
PL = 3 md = 50 mmcross-section

A column of length L made of aluminium is pinned at both ends. Using Euler’s formula, find its critical buckling load Pcr.

L = 3 mE = 70 GPa (aluminium)d = 50 mm
Pcr = kN
3.Medium
PL = 3 md = 20 mmcross-section

A column of length L made of aluminium is fixed at both ends. Using Euler’s formula, find its critical buckling load Pcr.

L = 3 mE = 70 GPa (aluminium)d = 20 mm
Pcr = kN
4.Medium
PL = 6 md = 80 mmcross-section

A column of length L made of steel is fixed at the base and pinned at the top. Using Euler’s formula, find its critical buckling load Pcr.

L = 6 mE = 200 GPa (steel)d = 80 mm
Pcr = kN
5.Hard
PL = 2.5 md = 40 mmcross-section

A column of length L made of steel is pinned at both ends. Find its slenderness and the critical buckling stress σcr from Euler’s formula.

L = 2.5 mE = 200 GPa (steel)d = 40 mm
σcr = MPa
6.Hard
PL = 4 md = 30 mmcross-section

A column of length L made of steel is fixed at both ends. Find its slenderness and the critical buckling stress σcr from Euler’s formula.

L = 4 mE = 200 GPa (steel)d = 30 mm
σcr = MPa

Answer key

  1. 1. Pcr = 78.48 kN
  2. 2. Pcr = 23.55 kN
  3. 3. Pcr = 2.412 kN
  4. 4. Pcr = 225 kN
  5. 5. σcr = 31.58 MPa
  6. 6. σcr = 27.76 MPa

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