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 = ?ABδ4 m

A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 12 mm.

δ = 12 mmL = 4 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
P = kN
2.Easy
w = 2 kN/mABθ3 m

A cantilever carries a uniformly distributed load w over its whole length. Find the slope θB of the beam at the free end B, in radians.

w = 2 kN/mL = 3 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
θB = rad
3.Medium
w = 12 kN/mP = 27 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 = 27 kNw = 12 kN/mL = 2 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δ = mm
4.Medium
w = 2 kN/mδL = 5 m

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

w = 2 kN/mL = 5 mE = 11 GPa (timber)I = 160 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 2 kN/mδL = 3 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 = 2 kN/mL = 3 mE = 11 GPa (timber)
Ireq = × 10⁶ mm⁴
6.Hard
P = 16 kNABδ2.5 m1.5 m

A simply supported beam carries a point load P at b = 1.5 m from support B. Find the maximum deflection δmax of the beam.

P = 16 kNb = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δmax = mm

Answer key

  1. 1. P = 6.3 kN
  2. 2. θB = 0.003571 rad
  3. 3. δ = 11.43 mm
  4. 4. δmax = 9.248 mm
  5. 5. Ireq = 23.01 × 10⁶ mm⁴
  6. 6. δmax = 12.19 mm

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