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 = 18 kNL = 2 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
P = 27 kNL = 4 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δmax = mm
3.Medium
A simply supported beam carries a point load P at a = 3 m from support A. Find the deflection δP under the load.
P = 9 kNa = 3 mL = 5 mE = 11 GPa (timber)I = 120 × 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 = 5 kN/mL = 5 mE = 200 GPa (steel)I = 23 × 10⁶ mm⁴
θA = rad
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 = 29 kNw = 15 kN/mL = 2 mE = 200 GPa (steel)I = 23 × 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 = 6 kN/mL = 8 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
Answer key
- 1. δ = 51.95 mm
- 2. δmax = 22.36 mm
- 3. δP = 16.36 mm
- 4. θA = 0.005661 rad
- 5. δmax = 1.73 mm
- 6. Ireq = 72 × 10⁶ mm⁴
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