A cantilever carries a point load P at its free end. Find the load P that makes the free end deflect by 12 mm.
Beam deflection worksheet with answers
1.Easy
δ = 12 mmL = 1.5 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
P = kN
2.Easy
A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
P = 30 kNL = 3 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
δ = mm
3.Medium
A simply supported beam carries a point load P at a = 2.5 m from support A. Find the deflection δP under the load.
P = 14 kNa = 2.5 mL = 4 mE = 70 GPa (aluminium)I = 12 × 10⁶ mm⁴
δP = mm
4.Medium
A simply supported beam carries a point load P at a = 6 m from support A. Find the deflection δP under the load.
P = 27 kNa = 6 mL = 8 mE = 200 GPa (steel)I = 160 × 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 = 15 kN/mL = 5 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.Hard
A propped cantilever is fixed at A and simply supported (propped) at B. It carries a uniformly distributed load w over its whole length. EI is constant. Find the reaction RB at the prop.
L = 3 mw = 15 kN/m
RB = kN
Answer key
- 1. P = 6.688 kN
- 2. δ = 67.67 mm
- 3. δP = 19.53 mm
- 4. δP = 5.063 mm
- 5. Ireq = 43.95 × 10⁶ mm⁴
- 6. RB = 16.88 kN
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