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 = 4 kNL = 1.5 mE = 11 GPa (timber)I = 8.5 × 10⁶ mm⁴
δ = mm
2.Easy
A cantilever carries a uniformly distributed load w over its whole length. Find the slope θB of the beam at the free end B, in radians.
w = 15 kN/mL = 2.5 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
θB = rad
3.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.
w = 20 kN/mL = 2 mE = 200 GPa (steel)I = 8.5 × 10⁶ mm⁴
δmax = 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 = 15 kN/mL = 6 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
θA = rad
5.Hard
A simply supported beam carries two equal point loads P at its third points (L/3 from each support). Using superposition, find the midspan deflection δmax.
P = 29 kNL = 6 mE = 70 GPa (aluminium)I = 57 × 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 = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. δ = 48.13 mm
- 2. θB = 0.0465 rad
- 3. δmax = 2.451 mm
- 4. θA = 0.01205 rad
- 5. δmax = 55.72 mm
- 6. δmax = 29.2 mm
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