Cantilever Structures and Deflection Concepts

Cantilever Structures and Deflection Concepts

Assessment

Interactive Video

Physics

9th - 10th Grade

Hard

Created by

Patricia Brown

FREE Resource

The video tutorial explains the concept of cantilevers in structural engineering, highlighting their common applications such as in balconies, cranes, and bridges. It discusses the challenges engineers face when designing cantilevers, particularly regarding deflection and vibrations. The tutorial also covers the importance of proper support and the use of advanced techniques like the Bacchus span to mitigate deflection issues. The video emphasizes the need for careful design to ensure structural integrity and compliance with code limits.

Read more

10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is a cantilever commonly used for?

Supporting vertical loads

Providing horizontal support with an unsupported end

Acting as a vertical column

Serving as a foundation

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which of the following structures is NOT typically associated with cantilevers?

Road signs

Tower cranes

Apartment balconies

Underground tunnels

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What happens to a beam's deflection when one of its supports is removed?

It remains the same

It increases significantly

It becomes zero

It decreases

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

How does the deflection of a cantilever compare to a beam with two pin supports?

It deflects less

It deflects the same

It does not deflect

It deflects about ten times more

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Why do cantilevers require larger sections or additional reinforcement?

To resist extra bending moments

To reduce cost

To simplify construction

To increase aesthetic appeal

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is a major design factor for cantilevers in steel frames?

Temperature changes

Weight of the paint

Vibrations

Color of the steel

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What can result from using a textbook fixed support instead of actual column stiffness?

No change in design

Under-designed deflection

Over-designed deflection

Increased cost

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?