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 = 30 kNL = 4 mE = 200 GPa (steel)I = 120 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
P = 13 kNL = 5 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
3.Medium
A simply supported beam carries a point load P at a = 2 m from support A. Find the deflection δP under the load.
P = 12 kNa = 2 mL = 3 mE = 11 GPa (timber)I = 23 × 10⁶ mm⁴
δP = mm
4.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 = 28 kNa = 1 mL = 6 mE = 200 GPa (steel)I = 120 × 10⁶ mm⁴
δP = mm
5.Hard
A simply supported beam carries a point load P at b = 2 m from support B. Find the maximum deflection δmax of the beam.
P = 30 kNb = 2 mL = 5 mE = 70 GPa (aluminium)I = 160 × 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 = 12 kN/mL = 8 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
Answer key
- 1. δ = 26.67 mm
- 2. δmax = 13.43 mm
- 3. δP = 21.08 mm
- 4. δP = 1.62 mm
- 5. δmax = 6.614 mm
- 6. Ireq = 411.4 × 10⁶ mm⁴
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