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 = 24 kNL = 2 mE = 200 GPa (steel)I = 23 × 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 = 2 mE = 11 GPa (timber)I = 36 × 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 = 1 m from A. Find the deflection δP under the load.
P = 8 kNa = 1 mL = 2.5 mE = 200 GPa (steel)I = 8.5 × 10⁶ mm⁴
δP = mm
4.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the slope θA of the beam at support A, in radians.
w = 8 kN/mL = 3 mE = 200 GPa (steel)I = 8.5 × 10⁶ mm⁴
θA = rad
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 = 2.5 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 = 29 kNb = 1 mL = 8 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δ = 13.91 mm
- 2. δmax = 4.209 mm
- 3. δP = 1.569 mm
- 4. θA = 0.005294 rad
- 5. Ireq = 8.371 × 10⁶ mm⁴
- 6. δmax = 6.922 mm
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