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 = 25 kNL = 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 midspan deflection δmax.
P = 12 kNL = 5 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δmax = mm
3.Medium
A cantilever of length L is fixed at A and carries a point load P at a distance a = 3.5 m from A. Find the deflection δP under the load.
P = 13 kNa = 3.5 mL = 4 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δP = mm
4.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 = 5 kNa = 3 mL = 4 mE = 11 GPa (timber)I = 12 × 10⁶ mm⁴
δP = mm
5.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 = 8 kN/mL = 6 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.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 = 11 kNw = 8 kN/mL = 2.5 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δ = 62 mm
- 2. δmax = 7.832 mm
- 3. δP = 11.06 mm
- 4. δP = 28.41 mm
- 5. Ireq = 40.5 × 10⁶ mm⁴
- 6. δmax = 12.86 mm
Full step-by-step solutions: practise this topic on examproblems.com.