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 = 4 kNδL = 1.5 m

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

P = 4 kNL = 1.5 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δ = mm
2.Easy
P = ?ABδ1.25 m1.25 m

A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 10 mm.

δ = 10 mmL = 2.5 mE = 11 GPa (timber)I = 12 × 10⁶ mm⁴
P = kN
3.Medium
w = 5 kN/mδL = 2.5 m

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

w = 5 kN/mL = 2.5 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 8 kNABδ3.5 m2.5 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 3.5 m from A. Find the deflection δB at the free end B.

P = 8 kNa = 3.5 mL = 6 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
δB = mm
5.Hard
w = 2.5 kN/mABδ4.5 m

A simply supported timber beam of rectangular section, 75 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 = 2.5 kN/mL = 4.5 mE = 11 GPa (timber)b = 75 mm
hreq = mm
6.Hard
w = 15 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 = 15 kN/mL = 3 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴

Answer key

  1. 1. δ = 1.786 mm
  2. 2. P = 4.055 kN
  3. 3. δmax = 1.009 mm
  4. 4. δB = 7.401 mm
  5. 5. hreq = 221 mm
  6. 6. Ireq = 9.492 × 10⁶ mm⁴

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