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 = 2 kNδL = 2 m

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

P = 2 kNL = 2 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
δ = mm
2.Easy
P = ?ABδ2.5 m2.5 m

A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 15 mm.

δ = 15 mmL = 5 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
P = kN
3.Medium
w = 2 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 = 2 kN/mL = 8 mE = 11 GPa (timber)I = 160 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 9 kNABδ4 m1 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 4 m from A. Find the deflection δP under the load.

P = 9 kNa = 4 mL = 5 mE = 200 GPa (steel)I = 23 × 10⁶ mm⁴
δP = mm
5.Hard
w = 1.5 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 = 1.5 kN/mL = 4.5 mE = 11 GPa (timber)b = 75 mm
hreq = mm
6.Hard
w = 12 kN/mδL = 2.5 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 = 12 kN/mL = 2.5 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴

Answer key

  1. 1. δ = 8.964 mm
  2. 2. P = 33.87 kN
  3. 3. δmax = 60.61 mm
  4. 4. δP = 41.74 mm
  5. 5. hreq = 186.4 mm
  6. 6. Ireq = 12.56 × 10⁶ mm⁴

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