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 = ?ABδ1 m1 m

A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 12 mm.

δ = 12 mmL = 2 mE = 11 GPa (timber)I = 8.5 × 10⁶ mm⁴
P = kN
2.Easy
P = ?ABδ0.75 m0.75 m

A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 5 mm.

δ = 5 mmL = 1.5 mE = 200 GPa (steel)I = 12 × 10⁶ mm⁴
P = kN
3.Medium
w = 15 kN/mP = 22 kNABδ2 m

A cantilever carries a uniformly distributed load w over its whole length and a point load P at its free end. Using superposition, find the deflection δ at the free end.

P = 22 kNw = 15 kN/mL = 2 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δ = mm
4.Medium
w = 8 kN/mδL = 6 m

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

w = 8 kN/mL = 6 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 5 kN/mδL = 4 m

A simply supported beam carries a uniformly distributed load w. Its deflection may not exceed span/360. Find the smallest second moment of area Ireq that meets this limit.

w = 5 kN/mL = 4 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
6.Hard
w = 4 kN/mP = 22 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 = 22 kNw = 4 kN/mL = 2 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δmax = mm

Answer key

  1. 1. P = 6.732 kN
  2. 2. P = 170.7 kN
  3. 3. δ = 10.56 mm
  4. 4. δmax = 33.83 mm
  5. 5. Ireq = 21.43 × 10⁶ mm⁴
  6. 6. δmax = 7.177 mm

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