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 = 30 kNABθ4 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 = 30 kNL = 4 mE = 70 GPa (aluminium)I = 120 × 10⁶ mm⁴
θB = rad
2.Easy
P = 4 kNABδ2 m2 m

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

P = 4 kNL = 4 mE = 11 GPa (timber)I = 84 × 10⁶ mm⁴
δmax = mm
3.Medium
w = 5 kN/mABθ4 m

A simply supported beam carries a uniformly distributed load w over its whole span. Find the slope θA of the beam at support A, in radians.

w = 5 kN/mL = 4 mE = 11 GPa (timber)I = 160 × 10⁶ mm⁴
θA = rad
4.Medium
w = 12 kN/mδL = 2 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 = 2 mE = 11 GPa (timber)I = 23 × 10⁶ mm⁴
δmax = mm
5.Hard
w = 6 kN/mδL = 3 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 = 6 kN/mL = 3 mE = 11 GPa (timber)
Ireq = × 10⁶ mm⁴
6.Hard
w = 2 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 = 2 kN/mL = 4.5 mE = 11 GPa (timber)b = 125 mm
hreq = mm

Answer key

  1. 1. θB = 0.02857 rad
  2. 2. δmax = 5.772 mm
  3. 3. θA = 0.007576 rad
  4. 4. δmax = 9.881 mm
  5. 5. Ireq = 69.03 × 10⁶ mm⁴
  6. 6. hreq = 183.8 mm

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