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25.4:

Deflection of a Beam

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Mechanical Engineering
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JoVE 核 Mechanical Engineering
Deflection of a Beam

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The deflection of a beam in a roof structure can be determined using the integration method, provided that a single analytical function can represent the bending moment. However, if the loading of the beam requires multiple functions to represent the bending moment, additional constants and equations would be necessary, leading to lengthy calculations. This complexity can be simplified using singularity functions. Consider a prismatic beam supported at the ends carrying an eccentric load. The shear force function of this beam can be represented using an appropriate singularity function. The bending moment function can be derived by integrating this shear force function. The beam's slope and deflection can be obtained by integrating this moment function. The constants in the equations can be determined from the boundary conditions. Using singularity functions eliminates the need for additional constants and equations, simplifying the computation. As a result, singularity functions provide an efficient way to calculate the slope and deflection of a beam under complex loadings. 

25.4:

Deflection of a Beam

Accurately determining beam deflection and slope under various loading conditions in structural engineering is crucial for ensuring safety and structural integrity. Singularity functions offer a streamlined approach to analyzing beams, especially when multiple loading functions complicate the bending moment equation.

Singularity functions, described in an earlier lesson, are powerful mathematical tools that represent discontinuities within a function commonly encountered in structural loading scenarios. These functions help express the shear force and bending moment equations compactly, even under complex or multiple loads.

Equation 1

Equation 2

For a prismatic beam, typically uniform along its length and supported at both ends, an eccentric load presents specific challenges. The shear force at any point in such a beam can be modeled using singularity functions. These functions easily handle the discontinuities introduced by loads applied at specific points or over certain intervals, such as a load represented as a step function in the shear force diagram.

The bending moment, derived by integrating the shear force function, is critical for assessing beam performance. This step affects the beam's stress distribution and overall deflection. The deflection of the beam is determined by integrating the bending moment function twice and applying the beam's boundary conditions to solve for integration constants. Using singularity functions to model shear forces and bending moments eliminates the need for multiple additional constants and complex equations, simplifying calculations and enhancing computational efficiency. This method allows for the easy evaluation of different loading conditions on beam deflection and stress distribution, essential for the safe design and maintenance of structural systems.