We can analyze deflection qualitatively - approximate the deflected shape of structures based on the support conditions, internal force analysis, and joints.
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We can analyze deflection qualitatively. That is, we can approximate the deflected shape of structures. 

This post will explore how to imagine it under flexural loadings. It is a valuable skill, especially if we want rough deflection results or as an aid in the area-moment method.

When approximating the deflected shape, we have to take note of the following:

Supports

Support deflection constraints example

The supports of the structure act as clamps for deflection. For example: 

  • Roller support will allow horizontal translation or rotation but never vertical translation.
  • A hinged support will never allow translation but will permit rotation.
  • Fixed support will never allow any form of deflection.

We can discover more of these restrictions here. From these conditions, we can deduce what deflection is like on these supports.

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Member

Member deflection under shear and moment stresses

To approximate the deflection of a flexural member, we must consult its moment diagram. Using the concave upward convention, we can tell if a member will concave upward or downward:

  • If the member experiences a positive moment, then it concaves upward.
  • On the other hand, if it is negative, then it concaves downward.
  • If a member has no moment, then it will not bend.

At points of zero moments, we have a point of inflection - a point in which the curve changes its concavity - from downward to upward or the other way around.

Joints

Joint behavior under deflection

In addition to supports and members, we can approximate the joint behavior when deflected. We have to consider three things:

  • Interconnected joints must have the same deformation. If a joint in the frame moved by a certain distance \(\Delta_1\), then the next joint must also move by \(\Delta_1\).
  • We must follow joint rigidity. For example, if a 90º rigid joint rotates by angle \(\theta\), then after rotation, the joint must still be 90º. If a joint is a pin, then the rigidity is somewhat optional.
  • Follow equilibrium at joints. All moments acting on it must cancel out.

Summary

Let's summarize:

We can analyze deflection qualitatively. That is, we can approximate the deflected shape of structures. 
The supports of the structure act as clamps for deflection.
To approximate the deflection of a flexural member, we must consult its moment diagram.
When approximating joint behavior, we have to consider three things: interconnections, rigidity, and equilibrium.

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Bernoulli and Euler created theories on how beams behave under the influence of loads. In this post, we'll explore the two fundamental assumptions when analyzing beam deflection.

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Basics of Deflection Analysis

In this series of posts, we explore the various concepts, ideas, and theories in determining the deflection of any structure.

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Created On
June 5, 2023
Updated On
February 23, 2024
Contributors
Edgar Christian Dirige
Founder
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