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 = 28 kNL = 1.5 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 15 mm.
δ = 15 mmL = 4 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
P = kN
3.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 6 kN/mL = 4 mE = 200 GPa (steel)I = 120 × 10⁶ mm⁴
δ = mm
4.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.
w = 6 kN/mL = 4 mE = 11 GPa (timber)I = 23 × 10⁶ mm⁴
δmax = 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 = 18 kNw = 20 kN/mL = 6 mE = 200 GPa (steel)I = 57 × 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 = 20 kN/mL = 5 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
Answer key
- 1. δ = 1.875 mm
- 2. P = 28.35 kN
- 3. δ = 8 mm
- 4. δmax = 79.05 mm
- 5. δmax = 36.71 mm
- 6. Ireq = 58.59 × 10⁶ mm⁴
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