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 = 3 kNδL = 1.5 m

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

P = 3 kNL = 1.5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δ = mm
2.Easy
w = 8 kN/mABθ4 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 = 8 kN/mL = 4 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
θB = rad
3.Medium
P = 15 kNABδ2 m0.5 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 2 m from A. Find the deflection δB at the free end B.

P = 15 kNa = 2 mL = 2.5 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δB = mm
4.Medium
w = 8 kN/mδL = 8 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 = 8 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 5 kN/mδL = 5 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 = 5 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.Hard
w = 12 kN/mP = 10 kNδL = 4 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 = 12 kN/mL = 4 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δmax = mm

Answer key

  1. 1. δ = 4.018 mm
  2. 2. θB = 0.002667 rad
  3. 3. δB = 21.83 mm
  4. 4. δmax = 50.79 mm
  5. 5. Ireq = 14.65 × 10⁶ mm⁴
  6. 6. δmax = 13.37 mm

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