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The theory of beams focuses on analyzing slender bodies subjected to various loads, emphasizing the approximation of deformations along the centerline rather than solving complex three-dimensional equations. Introduction to the Euler-Bernoulli beam theory provides foundational concepts, including assumptions and equations essential for understanding beam deflections under different loading conditions. Numerous examples illustrate the application of these concepts to real-world problems, such as clamped and simply supported beams.
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Term: Aspect Ratio
Definition: The ratio of a beam's length to a characteristic dimension of its cross-section, typically indicating whether a beam can be treated as slender.
Term: Bending Moment
Definition: The internal moment generated within a beam due to applied loads that cause it to bend.
Term: Curvature
Definition: The amount of bending of the beam per unit length, which relates to the displacement and slope of the beam's centerline.
Term: Boundary Conditions
Definition: Restrictions applied at the ends of beams that dictate how they can move or rotate, vital for solving beam equations.