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 = 22 kNL = 6 mE = 200 GPa (steel)I = 160 × 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 = 5 kNL = 2 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
δ = mm
3.Medium
A cantilever of length L is fixed at A and carries a point load P at a distance a = 0.5 m from A. Find the deflection δB at the free end B.
P = 15 kNa = 0.5 mL = 2 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δB = mm
4.Medium
A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.
w = 6 kN/mL = 6 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
δmax = 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 = 12 kN/mL = 5 mE = 11 GPa (timber)
Ireq = × 10⁶ mm⁴
6.Hard
A simply supported beam carries a point load P at b = 2 m from support B. Find the maximum deflection δmax of the beam.
P = 26 kNb = 2 mL = 5 mE = 70 GPa (aluminium)I = 36 × 10⁶ mm⁴
δmax = mm
Answer key
- 1. θB = 0.01238 rad
- 2. δ = 8.282 mm
- 3. δB = 3.72 mm
- 4. δmax = 3.164 mm
- 5. Ireq = 639.2 × 10⁶ mm⁴
- 6. δmax = 25.48 mm
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