CM - Assignment Test

CM - Assignment Test

Professional Development

15 Qs

quiz-placeholder

Similar activities

HSE Corporate Governance Quiz 1

HSE Corporate Governance Quiz 1

University - Professional Development

10 Qs

Understanding Stress and Strain Concepts

Understanding Stress and Strain Concepts

Professional Development

15 Qs

som2

som2

Professional Development

18 Qs

SA1  PDF 5

SA1 PDF 5

University - Professional Development

20 Qs

Track Structure Components

Track Structure Components

Professional Development

15 Qs

Day 2

Day 2

Professional Development

18 Qs

Portugal

Portugal

1st Grade - Professional Development

20 Qs

Reducing Adjective Clauses into Adjective Phrases

Reducing Adjective Clauses into Adjective Phrases

University - Professional Development

15 Qs

CM - Assignment Test

CM - Assignment Test

Assessment

Quiz

Education

Professional Development

Hard

Created by

pranesh Balan

Used 1+ times

FREE Resource

15 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The ratio of lateral strain to longitudinal strain is known as

Poisson’s ratio

Bulk Modulus

Modulus of rigidity

Modulus of Elasticity

2.

FILL IN THE BLANK QUESTION

1 min • 1 pt

The ratio of normal stress of each face of a solid cube to volumetric strain is called-----------------

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

​ ​

Stress is directly proportional to strain is stated by ___________​ ​

Hooke’s law

Newtons law

strain law

law of proportionality

4.

FILL IN THE BLANK QUESTION

1 min • 1 pt

In the stress strain curve, the Hooke’s law is valid up to

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

At the point of contra flexure

B.M is minimum

B.M is maximum

B.M is either zero or changes sign

B.M is negative

6.

FILL IN THE BLANK QUESTION

1 min • 1 pt

A cantilever beam of length (l) carries a uniformly distributed load over the whole length. The shear force diagram will be

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The shear force and bending moment are zero at free end of a cantilever, if it carries a

Point load at the free end

UDL Over the whole span

Point load in the middle of its length

UVL Over the whole span

Create a free account and access millions of resources

Create resources
Host any resource
Get auto-graded reports
or continue with
Microsoft
Apple
Others
By signing up, you agree to our Terms of Service & Privacy Policy
Already have an account?