A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.
Beam deflection worksheet with answers
1.Easy
P = 17 kNL = 6 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δmax = mm
2.Easy
A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
P = 21 kNL = 4 mE = 200 GPa (steel)I = 57 × 10⁶ mm⁴
δ = mm
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 = 8 mE = 200 GPa (steel)I = 84 × 10⁶ mm⁴
δmax = mm
4.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 20 kN/mL = 2 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δ = mm
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 = 16 kNw = 12 kN/mL = 3 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δmax = mm
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. δmax = 10.63 mm
- 2. δ = 39.3 mm
- 3. δmax = 63.49 mm
- 4. δ = 63.8 mm
- 5. δmax = 34.54 mm
- 6. RB = 21.88 kN
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