A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
Beam deflection worksheet with answers
1.Easy
P = 21 kNL = 2 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
P = 16 kNL = 4 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δmax = mm
3.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.
w = 20 kN/mL = 5 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δmax = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 8 kN/mL = 2.5 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δ = mm
5.Hard
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 = 24 kNw = 5 kN/mL = 6 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δmax = mm
6.Hard
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 = 11 GPa (timber)
Ireq = × 10⁶ mm⁴
Answer key
- 1. δ = 14.04 mm
- 2. δmax = 2.54 mm
- 3. δmax = 9.688 mm
- 4. δ = 42.28 mm
- 5. δmax = 22.9 mm
- 6. Ireq = 319.6 × 10⁶ mm⁴
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