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 = ?ABδ1.25 m1.25 m

A simply supported beam carries a point load P at midspan. Find the load P that makes the midspan deflect by 12 mm.

δ = 12 mmL = 2.5 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
P = kN
2.Easy
P = 11 kNABθ8 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 = 11 kNL = 8 mE = 70 GPa (aluminium)I = 160 × 10⁶ mm⁴
θB = rad
3.Medium
w = 2 kN/mP = 11 kNABδ2 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 = 11 kNw = 2 kN/mL = 2 mE = 70 GPa (aluminium)I = 84 × 10⁶ mm⁴
δ = mm
4.Medium
w = 6 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 = 6 kN/mL = 6 mE = 200 GPa (steel)I = 160 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 4 kN/mδL = 6 m

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 = 4 kN/mL = 6 mE = 200 GPa (steel)
Ireq = × 10⁶ mm⁴
6.Hard
w = 1 kN/mABδ4.5 m

A simply supported timber beam of rectangular section, 125 mm wide, carries a uniformly distributed load w over its whole span. Its midspan deflection may not exceed span/300. Find the smallest depth hreq of the section.

w = 1 kN/mL = 4.5 mE = 11 GPa (timber)b = 125 mm
hreq = mm

Answer key

  1. 1. P = 34.06 kN
  2. 2. θB = 0.03143 rad
  3. 3. δ = 5.669 mm
  4. 4. δmax = 3.164 mm
  5. 5. Ireq = 20.25 × 10⁶ mm⁴
  6. 6. hreq = 145.9 mm

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