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 = 3 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δ = mm
2.Easy
A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 25 mm.
δ = 25 mmL = 5 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
P = kN
3.Medium
A simply supported beam carries a point load P at a = 1 m from support A. Find the deflection δP under the load.
P = 14 kNa = 1 mL = 5 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δP = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 10 kN/mL = 3 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
δ = 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 = 4 kN/mL = 6 mE = 70 GPa (aluminium)
Ireq = × 10⁶ mm⁴
6.Hard
A propped cantilever is fixed at A and simply supported (propped) at B. It carries a point load P at midspan. EI is constant. Find the reaction RB at the prop.
L = 4 mP = 70 kN at 2 m
RB = kN
Answer key
- 1. δ = 6.122 mm
- 2. P = 15.46 kN
- 3. δP = 9.275 mm
- 4. δ = 3.164 mm
- 5. Ireq = 57.86 × 10⁶ mm⁴
- 6. RB = 21.88 kN
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