Beam deflection worksheet with answers

Free printable Beam deflection worksheet: 6 problems from easy to exam level, with an answer key. Print it or save it as a PDF.

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1.Easy
w = 15 kN/mABθ3 m

A cantilever carries a uniformly distributed load w over its whole length. Find the slope θB of the beam at the free end B, in radians.

w = 15 kN/mL = 3 mE = 70 GPa (aluminium)I = 23 × 10⁶ mm⁴
θB = rad
2.Easy
P = 28 kNABδ2.5 m2.5 m

A simply supported beam carries a point load P at midspan. Find the midspan deflection δmax.

P = 28 kNL = 5 mE = 200 GPa (steel)I = 12 × 10⁶ mm⁴
δmax = mm
3.Medium
P = 9 kNABδ3.5 m1.5 m

A cantilever of length L is fixed at A and carries a point load P at a distance a = 3.5 m from A. Find the deflection δP under the load.

P = 9 kNa = 3.5 mL = 5 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
δP = mm
4.Medium
w = 12 kN/mδL = 6 m

A simply supported beam carries a uniformly distributed load w over its whole span. Find the maximum deflection δmax, at midspan.

w = 12 kN/mL = 6 mE = 200 GPa (steel)I = 36 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 2 kN/mABδ3.5 m

A simply supported timber beam of rectangular section, 50 mm wide, carries a uniformly distributed load w over its whole span. Its midspan deflection may not exceed span/250. Find the smallest depth hreq of the section.

w = 2 kN/mL = 3.5 mE = 11 GPa (timber)b = 50 mm
hreq = mm
6.Hard
w = 6 kN/mAB8 m

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 = 8 mw = 6 kN/m
RB = kN

Answer key

  1. 1. θB = 0.04193 rad
  2. 2. δmax = 30.38 mm
  3. 3. δP = 11.48 mm
  4. 4. δmax = 28.13 mm
  5. 5. hreq = 182.6 mm
  6. 6. RB = 18 kN

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