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
w = 6 kN/mABθ8 m

A cantilever carries a uniformly distributed load w over its whole length. Find the slope θB of the beam at the free end B, in radians.

w = 6 kN/mL = 8 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
θB = rad
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 12 mm.

δ = 12 mmL = 5 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
P = kN
3.Medium
P = 11 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 = 11 kNa = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δP = mm
4.Medium
P = 13 kNABδ1.5 m2.5 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 1.5 m from A. Find the deflection δB at the free end B.

P = 13 kNa = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δB = mm
5.Hard
w = 5 kN/mδL = 8 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 = 5 kN/mL = 8 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.Hard
w = 6 kN/mP = 21 kNδL = 4 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 = 21 kNw = 6 kN/mL = 4 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δmax = mm

Answer key

  1. 1. θB = 0.03048 rad
  2. 2. P = 38.71 kN
  3. 3. δP = 8.007 mm
  4. 4. δB = 8.705 mm
  5. 5. Ireq = 60 × 10⁶ mm⁴
  6. 6. δmax = 8.163 mm

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