Axial stress & strain worksheet with answers

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

For teachers: free to print, copy and use in class. Every new worksheet has new values and its own answer key. A link to ExamProblems on your course page is appreciated.

Name: ____________________   Date: ____________

1.Easy
Ø 25 mm2 mP = 65 kN

A solid round bar carries an axial tensile load P. Find the normal stress σ in the bar.

P = 65 kNd = 25 mm
σ = MPa
2.Easy
200 kNØ2070 GPaØ120/60400 mmσr​ = ?

A steel rod (diameter 20 mm, E = 200 GPa) sits inside a tube made of aluminium (outer diameter 120 mm, inner diameter 60 mm, E = 70 GPa). Both are 400 mm long and are compressed together between rigid plates by 200 kN. Find the compressive stress σr in the rod.

P = 200 kNrod: Ø20 mm, E = 200 GPatube: Ø120/Ø60 mm, E = 70 GPaL = 400 mm
σr = MPa
3.Medium
Ø 30 mmAluminium0.5 mP = 115 kN

Find the axial strain ε in the aluminium bar, in microstrain (µε = 10⁻⁶).

P = 115 kNd = 30 mmL = 0.5 mE = 70 GPa
ε = µε
4.Medium
Ø 20 mmBrass1 mP = 40 kN

Find the axial strain ε in the brass bar, in microstrain (µε = 10⁻⁶).

P = 40 kNd = 20 mmL = 1 mE = 100 GPa
ε = µε
5.Hard
100 kN12400 mm400 mmØ20Ø50σ2​ = ?

A steel segment (diameter 20 mm, length 400 mm, E = 200 GPa) and a segment made of aluminium (diameter 50 mm, length 400 mm, E = 70 GPa) are joined end to end and fixed between two rigid walls. An axial load of 100 kN acts at the joint, towards segment 2. Find the magnitude of the stress σ2 in segment 2.

segment 1: steel, Ø20 mm, 400 mm, E = 200 GPasegment 2: aluminium, Ø50 mm, 400 mm, E = 70 GPaP = 100 kN
σ2 = MPa
6.Hard
Ø 35 mmSteel0.5 mØ 16 mmCopper1 mP = 40 kN

The stepped bar is fixed at the wall and loaded at its free end. Find the total elongation δ.

P = 40 kNsegment 1: Ø35 mm, 0.5 m, steel (E = 200 GPa)segment 2: Ø16 mm, 1 m, copper (E = 117 GPa)
δ = mm

Answer key

  1. 1. σ = 132.4 MPa
  2. 2. σr = 60.92 MPa
  3. 3. ε = 2324 µε
  4. 4. ε = 1273 µε
  5. 5. σ2 = 34.95 MPa
  6. 6. δ = 1.804 mm

Full step-by-step solutions: practise this topic on examproblems.com.