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 = 21 kNL = 3 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
P = 10 kNL = 4 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δmax = 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 = 4 kN/mL = 5 mE = 70 GPa (aluminium)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 = 0.5 m from A. Find the deflection δB at the free end B.
P = 20 kNa = 0.5 mL = 3 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δB = 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 = 2 kN/mL = 4 mE = 11 GPa (timber)
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 = 20 kNw = 15 kN/mL = 2 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δ = 16.88 mm
- 2. δmax = 21.27 mm
- 3. δmax = 12.92 mm
- 4. δB = 7.666 mm
- 5. Ireq = 54.55 × 10⁶ mm⁴
- 6. δmax = 10.3 mm
Full step-by-step solutions: practise this topic on examproblems.com.