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 = ?ABδ1.5 m

A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 10 mm.

δ = 10 mmL = 1.5 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
P = kN
2.Easy
P = ?ABδ1.5 m1.5 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 = 3 mE = 200 GPa (steel)I = 23 × 10⁶ mm⁴
P = kN
3.Medium
w = 8 kN/mδL = 2 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 = 2 mE = 11 GPa (timber)I = 120 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 28 kNABδ1.5 m2.5 m

A simply supported beam carries a point load P at a = 1.5 m from support A. Find the deflection δP under the load.

P = 28 kNa = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δP = mm
5.Hard
w = 6 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 = 6 kN/mL = 5 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.Hard
w = 1.5 kN/mABδ3 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 = 1.5 kN/mL = 3 mE = 11 GPa (timber)b = 100 mm
hreq = mm

Answer key

  1. 1. P = 52.27 kN
  2. 2. P = 81.78 kN
  3. 3. δmax = 1.263 mm
  4. 4. δP = 20.38 mm
  5. 5. Ireq = 17.58 × 10⁶ mm⁴
  6. 6. hreq = 120 mm

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