CE Board Exam Randomizer

⬅ Back to Subject Topics

Horizontal Shear Stress

Common Beam Sections (Shortcut Formulas):

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 1: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 2: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 3: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 4: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 5: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 6: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 7: – Diagram

Problem:

Refer to the image shown:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram

See images:

Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram Horizontal Shear Stress | Mechanics of Deformable Bodies – Problem 8: – Diagram
-->
Scroll to zoom

Exam Generator Problems

Additional board-style practice items for this topic.

Question Bank: q286

PSAD - Mechanics of Deformable Bodies / Shear Stress / Engr. Janclyde Espinosa (Clidez)

A circular hole is to be punched in a plate that has a shear strength of 40 ksi. The working compressive stress for the punch is 50 ksi.

q286

Compute the maximum thickness of a plate in which a hole 2.5 in. in diameter can be punched.

  1. 0.781in
  2. 0.8in
  3. 0.734in
  4. 0.825in

If the plate is 0.25 in. thick, determine the diameter of the smallest hole that can be punched.

  1. 0.8in
  2. 0.781in
  3. 0.734in
  4. 0.825in
### Punching capacity and minimum hole size The punching force needed to shear a circular hole is $$P_{\text{shear}}=\tau(\pi dt).$$ The maximum force the punch can carry in compression is $$P_{\text{punch}}=\sigma_cleft(\frac{\pi d^2}{4}\right).$$ At the limiting condition, set these equal: $$\taupi dt=\sigma_c\frac{\pi d^2}{4}.$$ After cancelling $\pi d$, $$t=\frac{\sigma_cd}{4\tau}.$$ For $d=2.5 \text{in.}$, $$t=\frac{50(2.5)}{4(40)}=\boxed{0.781 \text{in.}}.$$ If $t=0.25 \text{in.}$, solve instead for $d$: $$d=\frac{4\tau t}{\sigma_c}=\frac{4(40)(0.25)}{50}=\boxed{0.8 \text{in.}}.$$

Question Bank: q287

PSAD - Mechanics of Deformable Bodies / Shear Stress / Engr. Janclyde Espinosa (Clidez)

Find the smallest diameter bolt that can be used in the clevis if P=400kN and the working shear stress for the bolt is 300MPa. It

q287

Answer:

  1. 29.13mm
  2. 41.20mm
  3. 58.27mm
  4. 32.63mm
### Clevis pin in double shear The clevis pin has two shear planes, so its resisting shear area is $$A_s=2\left(\frac{\pi d^2}{4}\right).$$ Set the applied load equal to the allowable shear resistance: $$400,000=300\left[2\left(\frac{\pi d^2}{4}\right)\right].$$ Thus $$d=\sqrt{\frac{2(400,000)}{\pi(300)}}=\boxed{29.13 \text{mm}}.$$ A practical design would select the next available standard diameter not smaller than this value.

Question Bank: q288

PSAD - Mechanics of Deformable Bodies / Shear Stress / Engr. Janclyde Espinosa (Clidez)

What minimum force (in kN) is required to punch a 25-mm-diameter hole in a plate that is 20mm thick? The shear strength of the plate is 330MPa. Factor of safety = 1.5.

Answer:

  1. 519
  2. 345
  3. 518
  4. 346
### Punching force The sheared area is the hole perimeter times the plate thickness: $$A_s=\pi dt=\pi(25)(20)=1570.80 \text{mm}^2.$$ The force required to shear the plate is $$P=\tau A_s=330(1570.80)=518,364 \text{N}.$$ Therefore the minimum punching force is $$Papprox\boxed{519 \text{kN}}.$$ The stated factor of safety is used when sizing or checking the punch; the force required to shear the plate is based on the plate shear strength and the punching-shear area.

Question Bank: q289

PSAD - Mechanics of Deformable Bodies / Shear Stress / Engr. Janclyde Espinosa (Clidez)

When solving the minimum safe diameter of the cross-section given various stress conditions, the following values have been computed: 12.4mm, 13.6mm, 14.2mm, and 15.3mm. What should you use as the minimum safe diameter?

Answer:

  1. 16mm
  2. 15mm
  3. 12mm
  4. 14mm
### Select a safe standard diameter Every listed stress condition imposes a minimum diameter. To satisfy all conditions at once, use the largest required value: $$d_{\text{required}}=\max(12.4,13.6,14.2,15.3)=15.3 \text{mm}.$$ The selected diameter must not be less than the required value. The next available standard diameter is therefore $$\boxed{16 \text{mm}}.$$