Analysis of structures to find its internal force is the first step in design of them. Method of sections is a powerful tool to determine forces in statically determinate plane structures. In this video lecture we will see how and when to use this tool in structural analysis.

Detailed description of video lecture is given below.

## Why Method of Sections?

Consider the problem given below. If you want to determine load in blue member using method of joints, you have to proceed in following manner, from one joint to another joint.

Fig.1 Using Method of joints, to find out force in the blue member you have to proceed as shown |

## Steps in Method of Sections

Steps involved in method of section are as follows.### Determination of reaction forces

### Cutting the Truss into 2 Sections

### Concept of Equilibrium to Any of Cut Part

We can use 3 equilibrium equations of truss to find this. But for cantilever truss you can skip this step.

This is the most important step. Cutting the entire truss in to 2 parts by a section line. We will learn how to draw a section line in coming sections.

Fig.2 Separating out the truss into 2 parts, using a section line |

Third step is to apply concept of equilibrium to any of the cut part, so that we can determine the member forces.

## How to Draw a Section Line ?

The big question. How to draw a section line?.Following are the rules to draw it.

Section line should pass through three members, whose internal force has to be determined. Section line should not cut more than 3 truss members. This is because we have got only 3 equilibrium equations, so we can solve only 3 unknown forces.

## Drawing Section Line – Few Examples

For the problem given below if you want to determine force in member 1 and 2,you can draw the section line as shown.

Fig.3 Choice of section line depending upon the unknown forces in member |

## Method of Section Example - Cantilever Case

For this cantilever example, for determining force in member 1, you can draw the section line as shown. To find out internal unknown forces you can separate out sections.

Fig.4 Section line drawn for a cantilever case |

Fig.5 This section is under equilibrium |

It is interesting to see that, in method of section we can completely omit effect of forces in uncut members. While solving if you get sign of any force as negative, that means member is under compression.

## Example of Simply Supported Beam

Now let’s consider the previous example. The first step determination of reaction forces from free body diagram.

Fig.6 Section line drawn for determining force in member 1 |

Fig.7 This section is under equilibrium |

## Advantages of Method of Section

If you want to determine forces in few members instead of all the members, you can definitely go for method of sections. Also if members are away from support, you can go for this method. So it is obvious that method of sections is quick, while method of joint is tedious.