A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
Beam deflection worksheet with answers
1.Easy
P = 15 kNL = 2.5 mE = 11 GPa (timber)I = 23 × 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 = 26 kNL = 1.5 mE = 70 GPa (aluminium)I = 8.5 × 10⁶ mm⁴
δ = mm
3.Medium
A cantilever carries a uniformly distributed load w over its whole length and a point load P at its free end. Using superposition, find the deflection δ at the free end.
P = 13 kNw = 10 kN/mL = 2 mE = 200 GPa (steel)I = 8.5 × 10⁶ mm⁴
δ = mm
4.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.
w = 10 kN/mL = 4 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δmax = 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 = 2 kN/mL = 2 mE = 11 GPa (timber)I = 8.5 × 10⁶ mm⁴
δmax = mm
6.Hard
A simply supported beam carries a point load P at b = 1.5 m from support B. Find the maximum deflection δmax of the beam.
P = 22 kNb = 1.5 mL = 4 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δmax = 19.3 mm
- 2. δ = 49.16 mm
- 3. δ = 32.16 mm
- 4. δmax = 39.68 mm
- 5. δmax = 38.32 mm
- 6. δmax = 3.748 mm
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