Figure 2 - uploaded by Ricardo Pimentel
Content may be subject to copyright.
Download
View publication
U-Frame action in a continuous composite beam

U-Frame action in a continuous composite beam

Source publication
Figure 2: U-Frame action in a continuous composite beam
Figure 3: Generic model for U-frame stiffness calculation
U-Frame action design according to Eurocodes
Article
Full-text available
  • Jan 2021
Ricardo Pimentel of the SCI discusses the consideration of U‐Frame action to restrain members susceptible to flexural and lateral torsional buckling according to Eurocodes. Buckling phenomena frequently govern the design of steel members under compression or for elements partially compressed. To achieve a good compromise between steel tonnage and...
Cite
Download full-text

Similar publications

Configuration of the shear wall
Restraining effect of self‐drilling screws on flexural buckling of the...
Convergence of the numerical analysis results
Effect of the rotational rigidity kr
+14 Effect of the rotational stiffness ratio γir
Required number of self-drilling screws for built-up column comprising cold-formed lipped channel sections to ensure flexural buckling as a single unit member
Article
Full-text available
  • Apr 2023
This study analyzed the flexural buckling behavior of light-gauge built-up compression members joined by self-drilling screws by using the energy method. A nonconventional mechanical model that simulates the flexural buckling behavior of a built-up member was proposed, and the contradictions of Bleich's model were described. A simple design formula...
View