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 = ?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 12 mm.

δ = 12 mmL = 5 mE = 200 GPa (steel)I = 12 × 10⁶ mm⁴
P = kN
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 20 mm.

δ = 20 mmL = 6 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
P = kN
3.Medium
w = 12 kN/mδL = 1.5 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 = 1.5 mE = 11 GPa (timber)I = 8.5 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 27 kNABδ4 m1 m

A simply supported beam carries a point load P at a = 4 m from support A. Find the deflection δP under the load.

P = 27 kNa = 4 mL = 5 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δP = mm
5.Hard
w = 15 kN/mP = 4 kNδL = 3 m

A simply supported beam carries a uniformly distributed load w and a point load P at midspan. Using superposition, find the midspan deflection δmax.

P = 4 kNw = 15 kN/mL = 3 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
6.Hard
w = 4 kN/mABδ4 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 = 4 kN/mL = 4 mE = 11 GPa (timber)b = 75 mm
hreq = mm

Answer key

  1. 1. P = 11.06 kN
  2. 2. P = 2.333 kN
  3. 3. δmax = 8.46 mm
  4. 4. δP = 1.714 mm
  5. 5. δmax = 7.171 mm
  6. 6. hreq = 229.7 mm

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