A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
Beam deflection worksheet with answers
1.Easy
P = 8 kNL = 6 mE = 11 GPa (timber)I = 160 × 10⁶ mm⁴
δmax = mm
2.Easy
A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
P = 2 kNL = 4 mE = 70 GPa (aluminium)I = 23 × 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 = 15 kN/mL = 2.5 mE = 11 GPa (timber)I = 120 × 10⁶ mm⁴
δmax = mm
4.Medium
A simply supported beam carries a point load P at a = 1 m from support A. Find the deflection δP under the load.
P = 19 kNa = 1 mL = 3 mE = 70 GPa (aluminium)I = 8.5 × 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 = 5 kN/mL = 2 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
6.Hard
A simply supported beam carries a point load P at b = 1 m from support B. Find the maximum deflection δmax of the beam.
P = 16 kNb = 1 mL = 5 mE = 11 GPa (timber)I = 120 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δmax = 20.45 mm
- 2. δ = 26.5 mm
- 3. δmax = 5.78 mm
- 4. δP = 14.19 mm
- 5. Ireq = 2.679 × 10⁶ mm⁴
- 6. δmax = 18.28 mm
Full step-by-step solutions: practise this topic on examproblems.com.