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 = 14 kNABθ6 m

A cantilever carries a point load P at its free end. Find the slope θB of the beam at the free end B, in radians.

P = 14 kNL = 6 mE = 200 GPa (steel)I = 120 × 10⁶ mm⁴
θB = rad
2.Easy
w = 8 kN/mABθ3 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 = 8 kN/mL = 3 mE = 11 GPa (timber)I = 160 × 10⁶ mm⁴
θB = rad
3.Medium
w = 15 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 = 15 kN/mL = 2.5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δmax = mm
4.Medium
P = 19 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 = 19 kNa = 1.5 mL = 4 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δP = mm
5.Hard
w = 2 kN/mP = 12 kNδL = 2.5 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 = 12 kNw = 2 kN/mL = 2.5 mE = 11 GPa (timber)I = 36 × 10⁶ mm⁴
δmax = mm
6.Hard
w = 12 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 = 12 kN/mL = 8 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴

Answer key

  1. 1. θB = 0.0105 rad
  2. 2. θB = 0.02045 rad
  3. 3. δmax = 9.083 mm
  4. 4. δP = 3.092 mm
  5. 5. δmax = 12.43 mm
  6. 6. Ireq = 144 × 10⁶ mm⁴

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