Method of joints example 1

Method of joints example 1

Assessment

Interactive Video

•

Engineering, Physics, Science

•

University

•

Practice Problem

•

Hard

Created by

Wayground Content

FREE Resource

The video tutorial explains how to solve a simple truss problem using the method of joints. It covers analyzing the geometry to find unknown lengths and angles, creating a free body diagram to determine reaction forces, and applying the method of joints to find internal forces in truss members. The tutorial concludes with a discussion on tension and compression in the truss members.

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10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the first step in solving a truss problem using the method of joints?

Draw the free body diagram

Identify the supports

Calculate the internal forces

Analyze the geometry

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

How do you calculate the length of a side in a truss using geometry?

Using the tangent rule

Using Pythagoras' theorem

Using the cosine rule

Using the sine rule

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the purpose of replacing supports with reaction forces in a free body diagram?

To find the reaction forces

To determine the external forces

To calculate internal forces

To simplify the diagram

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Which direction is assumed positive when calculating the sum of moments about a point?

Clockwise

Counterclockwise

Vertical

Horizontal

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What is the method of joints primarily used for in truss analysis?

To determine support types

To calculate angles

To analyze individual joints

To find reaction forces

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

When analyzing joint B, what is the internal force in member BC?

6 kilonewtons

4 kilonewtons

3 kilonewtons

5 kilonewtons

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

What does a negative sign indicate about the internal force in a truss member?

The force is incorrect

The force is zero

The member is in compression

The member is in tension

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