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 = 12 kNL = 4 mE = 70 GPa (aluminium)I = 120 × 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 = 1.5 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
P = kN
3.Medium
A simply supported beam carries a point load P at a = 1 m from support A. Find the deflection δP under the load.
P = 25 kNa = 1 mL = 3 mE = 11 GPa (timber)I = 23 × 10⁶ mm⁴
δP = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 4 kN/mL = 4 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δ = mm
5.Hard
A simply supported beam carries two equal point loads P at its third points (L/3 from each support). Using superposition, find the midspan deflection δmax.
P = 14 kNL = 5 mE = 11 GPa (timber)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 = 15 kN/mL = 2.5 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
Answer key
- 1. δ = 30.48 mm
- 2. P = 126.9 kN
- 3. δP = 43.92 mm
- 4. δ = 15.24 mm
- 5. δmax = 47.06 mm
- 6. Ireq = 5.493 × 10⁶ mm⁴
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