Pop Quiz MOM - Chapter 7

Pop Quiz MOM - Chapter 7

University

10 Qs

quiz-placeholder

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Pop Quiz MOM - Chapter 7

Pop Quiz MOM - Chapter 7

Assessment

Quiz

Engineering

University

Medium

Created by

Testing 1

Used 2+ times

FREE Resource

10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the state of plane stress?

A) Stress with six components acting on an element

B) Stress state where only two normal stresses and one shear stress are present in the plane

C) Stress acting on a three-dimensional body with external forces

D) Stress state with no shear stress components

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which condition describes the equilibrium of a prismatic element in plane stress?

A) All external forces are zero.

B) Shear and normal stresses balance to prevent rotation.

C) Normal stresses are equal in magnitude.

D) Principal stresses always have non-zero values.

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Principal stresses occur on planes where:

A) Normal stress is zero.

B) Shear stress is zero.

C) Both normal and shear stresses are equal.

D) Stress is maximum in all directions.

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What does the center of Mohr’s Circle represent?

A) Maximum shear stress

B) Principal stress

C) Average normal stress

D) Total strain energy

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The radius of Mohr’s Circle is:

A) Half the maximum shear stress.

B) The difference between the principal stresses divided by 2.

C) Equal to the average of normal stresses.

D) The maximum normal stress.

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which of the following is NOT true about Mohr’s Circle?

A) It graphically represents stress transformation.

B) It can only be applied to plane stress conditions.

C) The points on the circle correspond to different stress states at an element.

D) It is used to find principal stresses and maximum shear stress.

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Maximum shear stress occurs when:

A) The principal stresses are equal.

B) Shear stress equals normal stress.

C) The element is rotated to a 45-degree orientation with the principal planes.

D) The average stress is zero.

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