A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 12 mm.
Beam deflection worksheet with answers
1.Easy
δ = 12 mmL = 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 = 12 kNL = 3 mE = 200 GPa (steel)I = 8.5 × 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 = 4 kN/mL = 5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δmax = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 12 kN/mL = 2.5 mE = 11 GPa (timber)I = 160 × 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 = 19 kNw = 5 kN/mL = 6 mE = 200 GPa (steel)I = 120 × 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 = 10 kN/mL = 6 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
Answer key
- 1. P = 21.2 kN
- 2. δ = 63.53 mm
- 3. δmax = 38.75 mm
- 4. δ = 33.29 mm
- 5. δmax = 7.078 mm
- 6. Ireq = 144.6 × 10⁶ mm⁴
Full step-by-step solutions: practise this topic on examproblems.com.