Beam Reactions and Equilibrium Concepts

Beam Reactions and Equilibrium Concepts

Assessment

Interactive Video

Mathematics, Physics, Science

9th - 12th Grade

Hard

Created by

Patricia Brown

FREE Resource

This video tutorial explains how to solve beam reactions for simply supported beams. It begins with setting up a beam with point loads and a uniformly distributed load (UDL). The instructor demonstrates how to simplify the beam by redrawing it and representing the UDL as a point load. The video then covers calculating the reactions at the supports using moments, ensuring equilibrium by equating upward and downward forces, and verifying the results. The tutorial provides a step-by-step approach to solving for both the right and left reactions, concluding with a verification of the calculations.

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10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the length of the beam discussed in the video?

10 meters

8 meters

6 meters

12 meters

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

How is the UDL represented in the simplified beam diagram?

As a single point load

As multiple point loads

As a continuous line

As a distributed load

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What must be true for a beam in equilibrium?

All forces must be downward

All forces must be upward

Clockwise moments must be greater than anti-clockwise moments

Upward forces must equal downward forces

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which method is used to solve for the unknown reactions in the beam?

Trial and error

Using trigonometry

Using moments

Graphical method

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the calculated reaction force on the right side of the beam?

15.50 kN

20.00 kN

12.75 kN

18.25 kN

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the first step in calculating the left side reaction?

Balancing forces

Taking moments from the right

Taking moments from the left

Using a calculator

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the calculated reaction force on the left side of the beam?

10.00 kN

15.00 kN

12.75 kN

18.25 kN

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