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Related Concept Videos

Beams with Unsymmetric Loadings01:17

Beams with Unsymmetric Loadings

144
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
144
Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

236
To understand shear on the flat side of a prismatic beam element, consider the vertical and horizontal shearing forces, and the normal forces, acting on the element. The element's upper (U) and lower (L) sections, which are divided by the beam's neutral axis, are examined. The equilibrium of these forces is determined by applying the equilibrium equation, which helps identify the horizontal shearing force. This force is directly related to the bending moments and the cross-section's...
236
Shearing Stresses in a Beam: Problem Solving01:14

Shearing Stresses in a Beam: Problem Solving

243
A cantilever beam with a rectangular cross-section under distributed and point loads experiences shearing stresses. The analysis begins by identifying the loads acting on the beam. Then, the reactions at the beam's fixed end are calculated using equilibrium equations. The vertical reaction is a combination of the distributed and point loads, while the moment reaction is the sum of their moments. The shear force distribution along the beam, resulting from these loads, is established by...
243
Deflection of a Beam01:19

Deflection of a Beam

307
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...
307
Beams with Symmetric Loadings01:15

Beams with Symmetric Loadings

219
The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
The M/EI...
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Distributed Loads: Problem Solving01:21

Distributed Loads: Problem Solving

678
Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
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Related Experiment Video

Updated: Jul 25, 2025

Demonstration of Equal-Intensity Beam Generation by Dielectric Metasurfaces
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Efficient beam splitting using zero-load-impedance metagratings: publisher's note.

Zhen Tan, Jianjia Yi, Vladislav Popov

    Optics Letters
    |June 30, 2023
    PubMed
    Summary
    This summary is machine-generated.

    This publisher's note corrects previously published information in Opt. Lett. 48, 3275 (2023). These corrections ensure the accuracy of the scientific record for optics and photonics research.

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    Area of Science:

    • Optics and Photonics

    Background:

    • A previous publication in Optics Letters contained inaccuracies.

    Purpose of the Study:

    • To provide official corrections to a published article.

    Main Methods:

    • Review and identification of errors in the original publication.

    Main Results:

    • Specific corrections to data, figures, or text have been detailed.

    Conclusions:

    • The corrected information ensures the integrity of the scientific literature.