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 = 11 kNδL = 2 m

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

P = 11 kNL = 2 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δ = mm
2.Easy
P = ?ABδ6 m

A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 25 mm.

δ = 25 mmL = 6 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
P = kN
3.Medium
w = 12 kN/mP = 8 kNABδ1.5 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 = 8 kNw = 12 kN/mL = 1.5 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δ = mm
4.Medium
w = 12 kN/mδL = 4 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 = 4 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 3 kN/mABδ5 m

A simply supported timber beam of rectangular section, 100 mm wide, carries a uniformly distributed load w over its whole span. Its midspan deflection may not exceed span/300. Find the smallest depth hreq of the section.

w = 3 kN/mL = 5 mE = 11 GPa (timber)b = 100 mm
hreq = mm
6.Hard
P = 24 kNABδ2.5 m1.5 m

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

P = 24 kNb = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δmid = mm

Answer key

  1. 1. δ = 31.75 mm
  2. 2. P = 11.11 kN
  3. 3. δ = 1.975 mm
  4. 4. δmax = 6.803 mm
  5. 5. hreq = 251.9 mm
  6. 6. δmid = 18.17 mm

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