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Shear Stress-Strain

Mechanics of Materials · FE Reference Handbook section

Mechanics of Materials
8 formulas
10 exam-style examples
~60 min
All Mechanics of Materials lectures

Core formulas for this FE topic

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

Worked exam-style examples

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

Example 1
Flexural stress — solve for bending stress — Shear Stress-Strain

A mechanics of materials problem uses Flexural stress. Given moment (M) = 2,640 kip·in; distance to extreme fiber (c) = 6.9000 in; moment of inertia (I) = 630.0 in⁴, determine the bending stress (sigma) in ksi.

Given

  • moment (M) = 2,640 kip·in

  • distancetoextremefiber(c)=6.9000indistance to extreme fiber (c) = 6.9000 in
  • momentofinertia(I)=630.0in4moment of inertia (I) = 630.0 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) = 2,640 kip·in, distance to extreme fiber (c) = 6.9000 in, moment of inertia (I) = 630.0 in⁴.

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

  5. Step 5 — Evaluate:

    σ=28.9143 ksi\sigma = 28.9143\ \text{ksi}
  6. Step 6 — Check: returning sigma = 28.9143 ksi to

    σ=Mc/I\sigma = M c / I

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

Answer:
σ=28.9143 ksi\sigma = 28.9143\ \text{ksi}

Why the other options are there

  • 57.8286 — kept a factor of two that cancels in the correct rearrangement.
  • 14.4571 — dropped that same factor in the other direction.
  • 31.8057 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 2
Torsional shear stress — solve for shear stress — Shear Stress-Strain (2)

A mechanics of materials problem uses Torsional shear stress. Given torque (T) = 470.0 kip·in; outer radius (c) = 0.5000 in; polar moment of inertia (J) = 485.0 in⁴, determine the shear stress (tau) in ksi.

Given

  • torque (T) = 470.0 kip·in

  • outerradius(c)=0.5000inouter radius (c) = 0.5000 in
  • polarmomentofinertia(J)=485.0in4polar moment of inertia (J) = 485.0 in^{4}

Find

shear stress (tau), in ksi

Start with the thinking

  • The governing relation printed in this handbook section is Torsional shear stress.
  • Everything except tau is given, so isolate tau 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:

    τ=Tc/J\tau = T c / J
  2. Step 2 — Rearrange the relation so that tau stands alone on the left-hand side.

  3. Step 3 — List the givens: torque (T) = 470.0 kip·in, outer radius (c) = 0.5000 in, polar moment of inertia (J) = 485.0 in⁴.

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

  5. Step 5 — Evaluate:

    τ=0.4845 ksi\tau = 0.4845\ \text{ksi}
  6. Step 6 — Check: returning tau = 0.4845 ksi to

    τ=Tc/J\tau = T c / J

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

Answer:
τ=0.4845 ksi\tau = 0.4845\ \text{ksi}

Why the other options are there

  • 0.9691 — kept a factor of two that cancels in the correct rearrangement.
  • 0.2423 — dropped that same factor in the other direction.
  • 0.5330 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 3
Shear stress-strain (shear modulus) — solve for shear stress — Shear Stress-Strain (3)

A bolted lap joint's shear stress-strain relation determines slip. Given shear modulus (G) = 7,240 ksi; shear strain (gamma) = 0.0065 rad, determine the shear stress (tau) in ksi.

Given

  • shearmodulus(G)=7,240ksishear modulus (G) = 7,240 ksi
  • shearstrain(gamma)=0.0065radshear strain (gamma) = 0.0065 rad

Find

shear stress (tau), in ksi

Start with the thinking

  • The governing relation printed in this handbook section is Shear stress-strain (shear modulus).
  • Everything except tau is given, so isolate tau 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.
  • Shear stress-strain behavior in the elastic range follows a linear relation through the shear modulus.
σxσxσyσy\tauShear stress-strain element

Figure 3 — schematic for Shear stress-strain (shear modulus) — solve for shear stress — Shear Stress-Strain (3)

Step-by-step solution

  1. Step 1 — State the governing relation:

    τ=Gγ\tau = G \gamma
  2. Step 2 — Rearrange symbolically for tau:

    τ=Gγ\tau = G \gamma
  3. Step 3

    Listthegivens:shearmodulus(G)=7,240ksi,shearstrain(gamma)=0.0065radList the givens: shear modulus (G) = 7,240 ksi, shear strain (gamma) = 0.0065 rad
  4. Step 4 — Substitute the given values:

    τ=72400.0065\tau = 7240 0.0065
  5. Step 5 — Evaluate:

    τ=47.0600 ksi\tau = 47.0600\ \text{ksi}
  6. Step 6 — Check: returning tau = 47.0600 ksi to

    τ=Gγ\tau = G \gamma

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

Answer:
τ=47.0600 ksi\tau = 47.0600\ \text{ksi}

Why the other options are there

  • 94.1200 — kept a factor of two that cancels in the correct rearrangement.
  • 23.5300 — dropped that same factor in the other direction.
  • 51.7660 — rounded an intermediate value before the final step.

Reference: FE Handbook — Mechanics of Materials: Shear Stress-Strain

Example 4
Flexural stress — solve for moment — Shear Stress-Strain (4)

A mechanics of materials problem uses Flexural stress. Given distance to extreme fiber (c) = 9.9000 in; moment of inertia (I) = 160.0 in⁴; bending stress (sigma) = 29.0100 ksi, determine the moment (M) in kip·in.

Given

  • distancetoextremefiber(c)=9.9000indistance to extreme fiber (c) = 9.9000 in
  • momentofinertia(I)=160.0in4moment of inertia (I) = 160.0 in^{4}
  • bendingstress(sigma)=29.0100ksibending stress (sigma) = 29.0100 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) = 9.9000 in, moment of inertia (I) = 160.0 in⁴, bending stress (sigma) = 29.0100 ksi.

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

  5. Step 5 — Evaluate:

    M=468.8 kip⋅inM = 468.8\ \text{kip·in}
  6. Step 6 — Check: returning M = 468.8 kip·in to

    σ=Mc/I\sigma = M c / I

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

Answer:
M=468.8 kip⋅inM = 468.8\ \text{kip·in}

Why the other options are there

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

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 5
Torsional shear stress — solve for torque — Shear Stress-Strain (5)

A mechanics of materials problem uses Torsional shear stress. Given outer radius (c) = 5.7000 in; polar moment of inertia (J) = 380.0 in⁴; shear stress (tau) = 14.8000 ksi, determine the torque (T) in kip·in.

Given

  • outerradius(c)=5.7000inouter radius (c) = 5.7000 in
  • polarmomentofinertia(J)=380.0in4polar moment of inertia (J) = 380.0 in^{4}
  • shearstress(tau)=14.8000ksishear stress (tau) = 14.8000 ksi

Find

torque (T), in kip·in

Start with the thinking

  • The governing relation printed in this handbook section is Torsional shear stress.
  • Everything except T is given, so isolate T 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:

    τ=Tc/J\tau = T c / J
  2. Step 2 — Rearrange the relation so that T stands alone on the left-hand side.

  3. Step 3 — List the givens: outer radius (c) = 5.7000 in, polar moment of inertia (J) = 380.0 in⁴, shear stress (tau) = 14.8000 ksi.

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

  5. Step 5 — Evaluate:

    T=986.7 kip⋅inT = 986.7\ \text{kip·in}
  6. Step 6 — Check: returning T = 986.7 kip·in to

    τ=Tc/J\tau = T c / J

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

Answer:
T=986.7 kip⋅inT = 986.7\ \text{kip·in}

Why the other options are there

  • 1,973 — kept a factor of two that cancels in the correct rearrangement.
  • 493.3 — dropped that same factor in the other direction.
  • 1,085 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 6
Shear stress-strain (shear modulus) — solve for shear modulus — Shear Stress-Strain (6)

A rivet in single shear is analyzed using shear stress-strain behavior. Given shear strain (gamma) = 0.0096 rad; shear stress (tau) = 94.1000 ksi, determine the shear modulus (G) in ksi.

Given

  • shearstrain(gamma)=0.0096radshear strain (gamma) = 0.0096 rad
  • shearstress(tau)=94.1000ksishear stress (tau) = 94.1000 ksi

Find

shear modulus (G), in ksi

Start with the thinking

  • The governing relation printed in this handbook section is Shear stress-strain (shear modulus).
  • Everything except G is given, so isolate G 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.
  • Shear stress-strain behavior in the elastic range follows a linear relation through the shear modulus.
σxσxσyσy\tauShear stress-strain element

Figure 6 — schematic for Shear stress-strain (shear modulus) — solve for shear modulus — Shear Stress-Strain (6)

Step-by-step solution

  1. Step 1 — State the governing relation:

    τ=Gγ\tau = G \gamma
  2. Step 2 — Rearrange symbolically for G:

    G=τγG = \dfrac{\tau}{\gamma}
  3. Step 3

    Listthegivens:shearstrain(gamma)=0.0096rad,shearstress(tau)=94.1000ksiList the givens: shear strain (gamma) = 0.0096 rad, shear stress (tau) = 94.1000 ksi
  4. Step 4 — Substitute the given values:

    G=94.10000.0096G = \dfrac{94.1000}{0.0096}
  5. Step 5 — Evaluate:

    G=9802 ksiG = 9802\ \text{ksi}
  6. Step 6 — Check: returning G = 9,802 ksi to

    τ=Gγ\tau = G \gamma

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

Answer:
G=9802 ksiG = 9802\ \text{ksi}

Why the other options are there

  • 19,604 — kept a factor of two that cancels in the correct rearrangement.
  • 4,901 — dropped that same factor in the other direction.
  • 10,782 — rounded an intermediate value before the final step.

Reference: FE Handbook — Mechanics of Materials: Shear Stress-Strain

Example 7
Flexural stress — solve for distance to extreme fiber — Shear Stress-Strain (7)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 3,950 kip·in; moment of inertia (I) = 380.0 in⁴; bending stress (sigma) = 42.0300 ksi, determine the distance to extreme fiber (c) in in.

Given

  • moment (M) = 3,950 kip·in

  • momentofinertia(I)=380.0in4moment of inertia (I) = 380.0 in^{4}
  • bendingstress(sigma)=42.0300ksibending stress (sigma) = 42.0300 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) = 3,950 kip·in, moment of inertia (I) = 380.0 in⁴, bending stress (sigma) = 42.0300 ksi.

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

  5. Step 5 — Evaluate:

    c=4.0434 inc = 4.0434\ \text{in}
  6. Step 6 — Check: returning c = 4.0434 in to

    σ=Mc/I\sigma = M c / I

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

Answer:
c=4.0434 inc = 4.0434\ \text{in}

Why the other options are there

  • 8.0868 — kept a factor of two that cancels in the correct rearrangement.
  • 2.0217 — dropped that same factor in the other direction.
  • 4.4477 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 8
Torsional shear stress — solve for outer radius — Shear Stress-Strain (8)

A mechanics of materials problem uses Torsional shear stress. Given torque (T) = 370.0 kip·in; polar moment of inertia (J) = 452.0 in⁴; shear stress (tau) = 13.9100 ksi, determine the outer radius (c) in in.

Given

  • torque (T) = 370.0 kip·in

  • polarmomentofinertia(J)=452.0in4polar moment of inertia (J) = 452.0 in^{4}
  • shearstress(tau)=13.9100ksishear stress (tau) = 13.9100 ksi

Find

outer radius (c), in in

Start with the thinking

  • The governing relation printed in this handbook section is Torsional shear 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:

    τ=Tc/J\tau = T c / J
  2. Step 2 — Rearrange the relation so that c stands alone on the left-hand side.

  3. Step 3 — List the givens: torque (T) = 370.0 kip·in, polar moment of inertia (J) = 452.0 in⁴, shear stress (tau) = 13.9100 ksi.

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

  5. Step 5 — Evaluate:

    c=16.9928 inc = 16.9928\ \text{in}
  6. Step 6 — Check: returning c = 16.9928 in to

    τ=Tc/J\tau = T c / J

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

Answer:
c=16.9928 inc = 16.9928\ \text{in}

Why the other options are there

  • 33.9855 — kept a factor of two that cancels in the correct rearrangement.
  • 8.4964 — dropped that same factor in the other direction.
  • 18.6920 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

Example 9
Shear stress-strain (shear modulus) — solve for shear strain — Shear Stress-Strain (9)

A rubber mount's shear stress-strain response is tested for stiffness. Given shear modulus (G) = 5,300 ksi; shear stress (tau) = 80.0000 ksi, determine the shear strain (gamma) in rad.

Given

  • shearmodulus(G)=5,300ksishear modulus (G) = 5,300 ksi
  • shearstress(tau)=80.0000ksishear stress (tau) = 80.0000 ksi

Find

shear strain (gamma), in rad

Start with the thinking

  • The governing relation printed in this handbook section is Shear stress-strain (shear modulus).
  • Everything except gamma is given, so isolate gamma 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.
  • Shear stress-strain behavior in the elastic range follows a linear relation through the shear modulus.
σxσxσyσy\tauShear stress-strain element

Figure 9 — schematic for Shear stress-strain (shear modulus) — solve for shear strain — Shear Stress-Strain (9)

Step-by-step solution

  1. Step 1 — State the governing relation:

    τ=Gγ\tau = G \gamma
  2. Step 2 — Rearrange symbolically for gamma:

    γ=τG\gamma = \dfrac{\tau}{G}
  3. Step 3

    Listthegivens:shearmodulus(G)=5,300ksi,shearstress(tau)=80.0000ksiList the givens: shear modulus (G) = 5,300 ksi, shear stress (tau) = 80.0000 ksi
  4. Step 4 — Substitute the given values:

    γ=80.00005300\gamma = \dfrac{80.0000}{5300}
  5. Step 5 — Evaluate:

    γ=0.0151 rad\gamma = 0.0151\ \text{rad}
  6. Step 6 — Check: returning gamma = 0.0151 rad to

    τ=Gγ\tau = G \gamma

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

Answer:
γ=0.0151 rad\gamma = 0.0151\ \text{rad}

Why the other options are there

  • 0.0302 — kept a factor of two that cancels in the correct rearrangement.
  • 0.0075 — dropped that same factor in the other direction.
  • 0.0166 — rounded an intermediate value before the final step.

Reference: FE Handbook — Mechanics of Materials: Shear Stress-Strain

Example 10
Flexural stress — solve for moment of inertia — Shear Stress-Strain (10)

A mechanics of materials problem uses Flexural stress. Given moment (M) = 390.0 kip·in; distance to extreme fiber (c) = 2.9000 in; bending stress (sigma) = 58.7500 ksi, determine the moment of inertia (I) in in⁴.

Given

  • moment (M) = 390.0 kip·in

  • distancetoextremefiber(c)=2.9000indistance to extreme fiber (c) = 2.9000 in
  • bendingstress(sigma)=58.7500ksibending stress (sigma) = 58.7500 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) = 390.0 kip·in, distance to extreme fiber (c) = 2.9000 in, bending stress (sigma) = 58.7500 ksi.

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

  5. Step 5 — Evaluate:

    I=19.2511 in⁴I = 19.2511\ \text{in⁴}
  6. Step 6 — Check: returning I = 19.2511 in⁴ to

    σ=Mc/I\sigma = M c / I

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

Answer:
I=19.2511 in⁴I = 19.2511\ \text{in⁴}

Why the other options are there

  • 38.5021 — kept a factor of two that cancels in the correct rearrangement.
  • 9.6255 — dropped that same factor in the other direction.
  • 21.1762 — rounded an intermediate value before the final step.

Reference: FE Reference Handbook — Mechanics of Materials → Shear Stress-Strain

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