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
P = 9 kNδL = 6 m

A cantilever carries a point load P at its free end. Find the deflection δ at the free end.

P = 9 kNL = 6 mE = 200 GPa (steel)I = 57 × 10⁶ mm⁴
δ = mm
2.Easy
P = 13 kNABθ3 m

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.

P = 13 kNL = 3 mE = 70 GPa (aluminium)I = 57 × 10⁶ mm⁴
θB = rad
3.Medium
w = 6 kN/mP = 22 kNABδ4 m

A cantilever carries a uniformly distributed load w over its whole length and a point load P at its free end. Using superposition, find the deflection δ at the free end.

P = 22 kNw = 6 kN/mL = 4 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
δ = mm
4.Medium
w = 20 kN/mδL = 1.5 m

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 = 1.5 mE = 11 GPa (timber)I = 57 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 4 kN/mABδ4.5 m

A simply supported timber beam of rectangular section, 75 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 = 4 kN/mL = 4.5 mE = 11 GPa (timber)b = 75 mm
hreq = mm
6.Hard
P = 26 kNP = 26 kNABδ1.667 m1.666 m1.667 m

A simply supported beam carries two equal point loads P at its third points (L/3 from each support). Using superposition, find the midspan deflection δmax.

P = 26 kNL = 5 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δmax = mm

Answer key

  1. 1. δ = 56.84 mm
  2. 2. θB = 0.01466 rad
  3. 3. δ = 20.67 mm
  4. 4. δmax = 2.103 mm
  5. 5. hreq = 258.4 mm
  6. 6. δmax = 19.62 mm

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