Beam deflection worksheet with answers

Free printable Beam deflection 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
P = 5 kNδL = 6 m

A cantilever carries a point load P at its free end. Find the deflection δ at the free end.

P = 5 kNL = 6 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δ = mm
2.Easy
P = ?ABδ3 m

A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 15 mm.

δ = 15 mmL = 3 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
P = kN
3.Medium
w = 12 kN/mδL = 1.5 m

A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.

w = 12 kN/mL = 1.5 mE = 11 GPa (timber)I = 36 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 24 kNABδ0.5 m2.5 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 0.5 m from A. Find the deflection δB at the free end B.

P = 24 kNa = 0.5 mL = 3 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δB = mm
5.Hard
w = 2 kN/mP = 10 kNδL = 2 m

A simply supported beam carries a uniformly distributed load w and a point load P at midspan. Using superposition, find the midspan deflection δmax.

P = 10 kNw = 2 kN/mL = 2 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
δmax = mm
6.Hard
w = 1.5 kN/mABδ3 m

A simply supported timber beam of rectangular section, 50 mm wide, carries a uniformly distributed load w over its whole span. Its midspan deflection may not exceed span/250. Find the smallest depth hreq of the section.

w = 1.5 kN/mL = 3 mE = 11 GPa (timber)b = 50 mm
hreq = mm

Answer key

  1. 1. δ = 50 mm
  2. 2. P = 14 kN
  3. 3. δmax = 1.998 mm
  4. 4. δB = 1.012 mm
  5. 5. δmax = 3.501 mm
  6. 6. hreq = 142.2 mm

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