Bending Stress and Beam Supports: Understanding Shear and Moment Diagram

Bending Stress and Beam Supports: Understanding Shear and Moment Diagram

Assessment

Interactive Video

Architecture, Engineering, Physics, Science

10th Grade - Vocational training

Hard

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The video tutorial explains bending stress using a wooden plank example. It covers different types of stress, including tensile, compressive, and shear stresses. The tutorial discusses beam support types such as pinned, roller, and fixed, and their reactions. It also explains equilibrium equations and static indeterminacy. The video concludes with a summary of bending stress and beam supports.

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7 questions

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1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What type of stress causes a beam to sag in the middle?

Compressive stress

Tensile stress

Shear stress

Bending stress

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is a moment in the context of forces acting on a beam?

A force that shortens a beam

A force that acts perpendicular to the cross-section

A measure of a force's tendency to cause rotation

A force that acts parallel to the cross-section

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which type of beam support allows for rotation but not transverse movement?

Fixed support

Roller support

Pinned support

Rigid support

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is an example of a roller support in real life?

A flagpole set

A bridge support

A door hinge

A balcony

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What happens when a beam is in static equilibrium?

The beam rotates freely

The forces in each direction are balanced

The beam experiences no stress

The beam is statically indeterminate

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What does it mean if a beam is statically indeterminate?

The beam is experiencing only shear stress

There are more unknowns than equations to solve

The beam is in static equilibrium

The beam has no supports

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

How can internal forces in a beam be represented?

Using only tensile stress diagrams

Using only equilibrium equations

Using shear and moment diagrams

Using compressive stress diagrams