A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 8 mm.
Beam deflection worksheet with answers
1.Easy
δ = 8 mmL = 2.5 mE = 200 GPa (steel)I = 23 × 10⁶ mm⁴
P = kN
2.Easy
A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
P = 23 kNL = 1.5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δ = 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 = 4 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δmax = mm
4.Medium
A cantilever of length L is fixed at A and carries a point load P at a distance a = 1 m from A. Find the deflection δP under the load.
P = 20 kNa = 1 mL = 6 mE = 11 GPa (timber)I = 120 × 10⁶ mm⁴
δP = 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 = 20 kNw = 12 kN/mL = 3 mE = 200 GPa (steel)I = 12 × 10⁶ mm⁴
δmax = mm
6.Hard
A propped cantilever is fixed at A and simply supported (propped) at B. It carries a point load P at midspan. EI is constant. Find the reaction RB at the prop.
L = 3 mP = 55 kN at 1.5 m
RB = kN
Answer key
- 1. P = 7.066 kN
- 2. δ = 30.8 mm
- 3. δmax = 9.259 mm
- 4. δP = 5.051 mm
- 5. δmax = 9.961 mm
- 6. RB = 17.19 kN
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