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 = 12 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
P = 27 kNL = 1.5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δmax = mm
3.Medium
A simply supported beam carries a point load P at a = 3 m from support A. Find the deflection δP under the load.
P = 25 kNa = 3 mL = 8 mE = 200 GPa (steel)I = 120 × 10⁶ mm⁴
δP = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length and a point load P at its free end. Using superposition, find the deflection δ at the free end.
P = 20 kNw = 6 kN/mL = 4 mE = 70 GPa (aluminium)I = 120 × 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 = 2 kNw = 5 kN/mL = 4 mE = 200 GPa (steel)I = 12 × 10⁶ mm⁴
δmax = mm
6.Hard
A simply supported beam carries a point load P at b = 1.5 m from support B. Find the maximum deflection δmax of the beam.
P = 12 kNb = 1.5 mL = 4 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δ = 13.13 mm
- 2. δmax = 2.26 mm
- 3. δP = 9.766 mm
- 4. δ = 73.65 mm
- 5. δmax = 8.056 mm
- 6. δmax = 24.74 mm
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