mohrs circle 3

mohrs circle 3

University

10 Qs

quiz-placeholder

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mohrs circle 3

mohrs circle 3

Assessment

Quiz

Education

University

Easy

Created by

Mechanics of Materials

Used 4+ times

FREE Resource

10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which of the following Mohr’s Circle represents the condition of pure shear?

Media Image
Media Image
Media Image
Media Image

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

In a two-dimensional stress system, if σx and σy are equal and there is no shear stress (τxy=0), Mohr's Circle will represent:

A line segment on the σx-axis.

A single point on the horizontal axis

A circle with a radius equal to σx.

Two distinct points on the σy-axis.

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

In Mohr's Circle, the intersection points with the horizontal axis correspond to which stresses?

Principal stresses

Compressive stresses
Tensile stresses
Shear stresses

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The X and Y- axis of Mohr’s circle represent ________

Temperature and pressure
Tensile strength and compressive strength
Length and width
Normal stress and shear stress

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

In a stress state where Mohr's Circle passes through the origin, what type of stress is primarily present?

Tensile stress exists.
Compressive stress exists.

Pure shear stress exists.

No stress.

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the relationship between maximum shear stress and the principal stresses when Mohr's Circle passes through the origin?

The maximum shear stress is equal to half the difference between the principal stresses when Mohr's Circle passes through the origin.
The maximum shear stress is equal to the average of the principal stresses.
The maximum shear stress is zero when Mohr's Circle passes through the origin.
The maximum shear stress is equal to the sum of the principal stresses.

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

When Mohr's Circle is centered at the origin, what is the average of the principal stresses?

zero

positive

negative

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