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 = 3 m

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

P = 5 kNL = 3 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
δ = mm
2.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 = 120 × 10⁶ mm⁴
P = kN
3.Medium
w = 2 kN/mδL = 1.5 m

A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.

w = 2 kN/mL = 1.5 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δ = mm
4.Medium
w = 2 kN/mP = 12 kNABδ2.5 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 = 12 kNw = 2 kN/mL = 2.5 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δ = mm
5.Hard
w = 5 kN/mδL = 6 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 = 6 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
6.Hard
w = 3 kN/mABδ6 m

A simply supported timber beam of rectangular section, 125 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 = 3 kN/mL = 6 mE = 11 GPa (timber)b = 125 mm
hreq = mm

Answer key

  1. 1. δ = 4.018 mm
  2. 2. P = 4.725 kN
  3. 3. δ = 2.019 mm
  4. 4. δ = 18.11 mm
  5. 5. Ireq = 72.32 × 10⁶ mm⁴
  6. 6. hreq = 264 mm

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