A cantilever carries a point load P at its free end. Find the slope θB of the beam at the free end B, in radians.
Beam deflection worksheet with answers
1.Easy
P = 11 kNL = 3 mE = 11 GPa (timber)I = 120 × 10⁶ mm⁴
θB = rad
2.Easy
A cantilever carries a point load P at its free end. Find the deflection δ at the free end.
P = 11 kNL = 6 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
δ = mm
3.Medium
A cantilever carries a uniformly distributed load w over its whole length. Find the deflection δ at the free end.
w = 4 kN/mL = 2.5 mE = 200 GPa (steel)I = 8.5 × 10⁶ mm⁴
δ = mm
4.Medium
A cantilever of length L is fixed at A and carries a point load P at a distance a = 1 m from A. Find the deflection δB at the free end B.
P = 20 kNa = 1 mL = 2.5 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
δB = 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 = 20 kNw = 10 kN/mL = 2 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
6.Hard
A simply supported beam carries a point load P at b = 2.5 m from support B. Find the maximum deflection δmax of the beam.
P = 17 kNb = 2.5 mL = 6 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. θB = 0.0375 rad
- 2. δ = 70.71 mm
- 3. δ = 11.49 mm
- 4. δB = 2.579 mm
- 5. δmax = 2.149 mm
- 6. δmax = 29.26 mm
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