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Stress-Strain Curve for Mild Steel

Mechanics of Materials · FE Reference Handbook section

Mechanics of Materials
0 formulas
10 exam-style examples
~45 min
All Mechanics of Materials lectures

Handbook notes for this section

Definitions and conditions exactly as the handbook states them.

  • The slope of the linear portion of the curve equals the modulus of elasticity.

Core formulas for this FE topic

Definitions, applicability, units, assumptions and worked examples for each relation.

This section is conceptual; there are no equations to memorise.

Worked exam-style examples

The four ways this section is written on the real exam — thoughts first, then equations, then substitution.

Example 1
Elongation of a steel hanger rod

A 25 mm diameter steel rod, 6.0 m long, carries 120 kN in tension. With E = 200 GPa, find the stress, the strain and the elongation.

Given

  • d=25mmd = 25 mm
  • L=6.0mL = 6.0 m
  • P=120kNP = 120 kN
  • E=200GPaE = 200 GPa

Find

σ, ε and δ

Start with the thinking

  • Area first — every axial answer depends on it.
  • Keep units consistent: N and mm give MPa directly.
P = 120 kNL = 6.0 mcircular

Figure 1 — schematic for Elongation of a steel hanger rod

Step-by-step solution

  1. Area — A = πd²/4 = π(25)²/4 = 491 mm²

  2. Stress

    σ=P/A=120,000/491=244MPa\sigma = P/A = 120,000/491 = 244 MPa
  3. Strain

    ε=σ/E=244/200,000=0.00122\varepsilon = \sigma/E = 244/200,000 = 0.00122
  4. Elongation — δ = PL/(AE) = εL = 0.00122(6,000)

  5. Result

    δ=7.33mm\delta = 7.33 mm
Answer:
σ=244MPa,ε=0.00122,δ=7.33mm\sigma = 244 MPa, \varepsilon = 0.00122, \delta = 7.33 mm

Why the other options are there

  • δ = 0.733 mm (metres and millimetres mixed)
  • σ = 61 MPa (diameter used as area)

Reference: FE Reference Handbook — Mechanics of Materials — Uniaxial loading

Example 2
Thermal stress in a restrained member

A steel member is fully restrained between rigid abutments and heated 40 °C. With α = 11.7 × 10⁻⁶ /°C and E = 200 GPa, what stress develops?

Given

  • ΔT = 40 °C

  • α=11.7×10−6/∘C\alpha = 11.7 \times 10^{-6} /^{\circ}C
  • E=200GPaE = 200 GPa
  • Full restraint

Find

Thermal stress σ

Start with the thinking

  • Full restraint means the free thermal strain is cancelled by an equal mechanical strain.
  • Length cancels out — the answer does not depend on the span.

Step-by-step solution

  1. Free thermal strain — ε_T = αΔT = 11.7×10⁻⁶(40) = 4.68×10⁻⁴

  2. Restraint condition

    εmech=−εT\varepsilon_mech = -\varepsilon_T
  3. Stress

    σ=Eε=200,000(4.68×10−4)\sigma = E\varepsilon = 200,000(4.68\times10^{-4})
  4. Result

    σ=93.6MPacompression\sigma = 93.6 MPa compression
Answer:
σ=93.6MPacompression\sigma = 93.6 MPa compression

Why the other options are there

  • 0 MPa (free expansion assumed)
  • 93.6 MPa tension (sign of restraint reversed)

Reference: FE Reference Handbook — Mechanics of Materials — Thermal deformations

Example 3
Flexural stress — solve for bending stress — Stress-Strain Curve for Mild Steel

A mechanics of materials problem uses Flexural stress. Given moment (M) = 3,370 kip·in; distance to extreme fiber (c) = 9.9000 in; moment of inertia (I) = 1,880 in⁴, determine the bending stress (sigma) in ksi.

Given

  • moment (M) = 3,370 kip·in

  • distancetoextremefiber(c)=9.9000indistance to extreme fiber (c) = 9.9000 in
  • momentofinertia(I)=1,880in4moment of inertia (I) = 1,880 in^{4}

Find

bending stress (sigma), in ksi

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except sigma is given, so isolate sigma symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that sigma stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 3,370 kip·in, distance to extreme fiber (c) = 9.9000 in, moment of inertia (I) = 1,880 in⁴.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    σ=17.7463 ksi\sigma = 17.7463\ \text{ksi}
  6. Step 6 — Check: returning sigma = 17.7463 ksi to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
σ=17.7463 ksi\sigma = 17.7463\ \text{ksi}

Why the other options are there

  • 35.4926 — kept a factor of two that cancels in the correct rearrangement.
  • 8.8731 — dropped that same factor in the other direction.
  • 19.5209 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 4
Flexural stress — solve for moment — Stress-Strain Curve for Mild Steel (2)

A mechanics of materials problem uses Flexural stress. Given distance to extreme fiber (c) = 9.8000 in; moment of inertia (I) = 1,770 in⁴; bending stress (sigma) = 16.4600 ksi, determine the moment (M) in kip·in.

Given

  • distancetoextremefiber(c)=9.8000indistance to extreme fiber (c) = 9.8000 in
  • momentofinertia(I)=1,770in4moment of inertia (I) = 1,770 in^{4}
  • bendingstress(sigma)=16.4600ksibending stress (sigma) = 16.4600 ksi

Find

moment (M), in kip·in

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except M is given, so isolate M symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that M stands alone on the left-hand side.

  3. Step 3 — List the givens: distance to extreme fiber (c) = 9.8000 in, moment of inertia (I) = 1,770 in⁴, bending stress (sigma) = 16.4600 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    M=2973 kip⋅inM = 2973\ \text{kip·in}
  6. Step 6 — Check: returning M = 2,973 kip·in to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
M=2973 kip⋅inM = 2973\ \text{kip·in}

Why the other options are there

  • 5,946 — kept a factor of two that cancels in the correct rearrangement.
  • 1,486 — dropped that same factor in the other direction.
  • 3,270 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 5
Flexural stress — solve for distance to extreme fiber — Stress-Strain Curve for Mild Steel (3)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 3,450 kip·in; moment of inertia (I) = 1,140 in⁴; bending stress (sigma) = 45.1700 ksi, determine the distance to extreme fiber (c) in in.

Given

  • moment (M) = 3,450 kip·in

  • momentofinertia(I)=1,140in4moment of inertia (I) = 1,140 in^{4}
  • bendingstress(sigma)=45.1700ksibending stress (sigma) = 45.1700 ksi

Find

distance to extreme fiber (c), in in

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except c is given, so isolate c symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that c stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 3,450 kip·in, moment of inertia (I) = 1,140 in⁴, bending stress (sigma) = 45.1700 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    c=14.9257 inc = 14.9257\ \text{in}
  6. Step 6 — Check: returning c = 14.9257 in to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
c=14.9257 inc = 14.9257\ \text{in}

Why the other options are there

  • 29.8515 — kept a factor of two that cancels in the correct rearrangement.
  • 7.4629 — dropped that same factor in the other direction.
  • 16.4183 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 6
Flexural stress — solve for moment of inertia — Stress-Strain Curve for Mild Steel (4)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 2,130 kip·in; distance to extreme fiber (c) = 13.1000 in; bending stress (sigma) = 42.6300 ksi, determine the moment of inertia (I) in in⁴.

Given

  • moment (M) = 2,130 kip·in

  • distancetoextremefiber(c)=13.1000indistance to extreme fiber (c) = 13.1000 in
  • bendingstress(sigma)=42.6300ksibending stress (sigma) = 42.6300 ksi

Find

moment of inertia (I), in in⁴

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except I is given, so isolate I symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that I stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 2,130 kip·in, distance to extreme fiber (c) = 13.1000 in, bending stress (sigma) = 42.6300 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    I=654.5 in⁴I = 654.5\ \text{in⁴}
  6. Step 6 — Check: returning I = 654.5 in⁴ to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
I=654.5 in⁴I = 654.5\ \text{in⁴}

Why the other options are there

  • 1,309 — kept a factor of two that cancels in the correct rearrangement.
  • 327.3 — dropped that same factor in the other direction.
  • 720.0 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 7
Flexural stress — solve for bending stress (case 2) — Stress-Strain Curve for Mild Steel (5)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 4,330 kip·in; distance to extreme fiber (c) = 14.9000 in; moment of inertia (I) = 1,750 in⁴, determine the bending stress (sigma) in ksi.

Given

  • moment (M) = 4,330 kip·in

  • distancetoextremefiber(c)=14.9000indistance to extreme fiber (c) = 14.9000 in
  • momentofinertia(I)=1,750in4moment of inertia (I) = 1,750 in^{4}

Find

bending stress (sigma), in ksi

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except sigma is given, so isolate sigma symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that sigma stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 4,330 kip·in, distance to extreme fiber (c) = 14.9000 in, moment of inertia (I) = 1,750 in⁴.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    σ=36.8669 ksi\sigma = 36.8669\ \text{ksi}
  6. Step 6 — Check: returning sigma = 36.8669 ksi to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
σ=36.8669 ksi\sigma = 36.8669\ \text{ksi}

Why the other options are there

  • 73.7337 — kept a factor of two that cancels in the correct rearrangement.
  • 18.4334 — dropped that same factor in the other direction.
  • 40.5535 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 8
Flexural stress — solve for moment (case 2) — Stress-Strain Curve for Mild Steel (6)

A mechanics of materials problem uses Flexural stress. Given distance to extreme fiber (c) = 12.2000 in; moment of inertia (I) = 1,630 in⁴; bending stress (sigma) = 55.4500 ksi, determine the moment (M) in kip·in.

Given

  • distancetoextremefiber(c)=12.2000indistance to extreme fiber (c) = 12.2000 in
  • momentofinertia(I)=1,630in4moment of inertia (I) = 1,630 in^{4}
  • bendingstress(sigma)=55.4500ksibending stress (sigma) = 55.4500 ksi

Find

moment (M), in kip·in

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except M is given, so isolate M symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that M stands alone on the left-hand side.

  3. Step 3 — List the givens: distance to extreme fiber (c) = 12.2000 in, moment of inertia (I) = 1,630 in⁴, bending stress (sigma) = 55.4500 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    M=7408 kip⋅inM = 7408\ \text{kip·in}
  6. Step 6 — Check: returning M = 7,408 kip·in to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
M=7408 kip⋅inM = 7408\ \text{kip·in}

Why the other options are there

  • 14,817 — kept a factor of two that cancels in the correct rearrangement.
  • 3,704 — dropped that same factor in the other direction.
  • 8,149 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 9
Flexural stress — solve for distance to extreme fiber (case 2) — Stress-Strain Curve for Mild Steel (7)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 1,040 kip·in; moment of inertia (I) = 1,260 in⁴; bending stress (sigma) = 27.1300 ksi, determine the distance to extreme fiber (c) in in.

Given

  • moment (M) = 1,040 kip·in

  • momentofinertia(I)=1,260in4moment of inertia (I) = 1,260 in^{4}
  • bendingstress(sigma)=27.1300ksibending stress (sigma) = 27.1300 ksi

Find

distance to extreme fiber (c), in in

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except c is given, so isolate c symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that c stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 1,040 kip·in, moment of inertia (I) = 1,260 in⁴, bending stress (sigma) = 27.1300 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    c=32.8690 inc = 32.8690\ \text{in}
  6. Step 6 — Check: returning c = 32.8690 in to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
c=32.8690 inc = 32.8690\ \text{in}

Why the other options are there

  • 65.7381 — kept a factor of two that cancels in the correct rearrangement.
  • 16.4345 — dropped that same factor in the other direction.
  • 36.1559 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

Example 10
Flexural stress — solve for moment of inertia (case 2) — Stress-Strain Curve for Mild Steel (8)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 1,110 kip·in; distance to extreme fiber (c) = 5.2000 in; bending stress (sigma) = 43.3500 ksi, determine the moment of inertia (I) in in⁴.

Given

  • moment (M) = 1,110 kip·in

  • distancetoextremefiber(c)=5.2000indistance to extreme fiber (c) = 5.2000 in
  • bendingstress(sigma)=43.3500ksibending stress (sigma) = 43.3500 ksi

Find

moment of inertia (I), in in⁴

Start with the thinking

  • The governing relation printed in this handbook section is Flexural stress.
  • Everything except I is given, so isolate I symbolically first — never rearrange after the numbers are in.
  • Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
  • Mechanics of Materials items reward recognising the unknown before touching a calculator.

Step-by-step solution

  1. Step 1 — State the governing relation:

    σ=Mc/I\sigma = M c / I
  2. Step 2 — Rearrange the relation so that I stands alone on the left-hand side.

  3. Step 3 — List the givens: moment (M) = 1,110 kip·in, distance to extreme fiber (c) = 5.2000 in, bending stress (sigma) = 43.3500 ksi.

  4. Step 4 — Substitute the given values into the rearranged relation.

  5. Step 5 — Evaluate:

    I=133.1 in⁴I = 133.1\ \text{in⁴}
  6. Step 6 — Check: returning I = 133.1 in⁴ to

    σ=Mc/I\sigma = M c / I

    reproduces the given quantities, and both sides carry the same units.

Answer:
I=133.1 in⁴I = 133.1\ \text{in⁴}

Why the other options are there

  • 266.3 — kept a factor of two that cancels in the correct rearrangement.
  • 66.5744 — dropped that same factor in the other direction.
  • 146.5 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Stress-Strain Curve for Mild Steel

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