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The analysis of a composite beam‐to‐column structure requires knowledge about, on the one hand, the behaviour of beams and columns and, on the other, the joints between such elements. For beam‐to‐column joints, for example, the lack of appropriate design rules forces structural engineers to model joints as pinned, despite the fact that a certain joint rigidity and bending resistance is available because...
The objective of this article is to facilitate the use of semi‐continuous joints by providing ready‐to‐use tables and charts for design, which also permit the benefits accruing from the use of semi‐continuous composite beams to be directly identified. The relevant features for the design of composite beams, such as bending moment distribution, maximum deflection and natural frequency, are derived...
This article explains a method for determining how semi‐continuous joints influence the deflection, natural frequency and bending moment distribution of single‐span beams with constant inertia under uniformly distributed load. The method is adequate for simple hand calculations, allowing the structural engineer to assess potential savings already in the pre‐design phase. Further, the economical potential...
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