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This document presents a study on the flexural behavior of cold-formed built-up beams with web holes, focusing on their moment carrying capacity and failure modes through experimental testing. The results indicate that web perforations significantly reduce the flexural strength and stiffness of the beams, with larger holes leading to earlier local buckling. The study concludes that the introduction of web perforations decreases the moment carrying capacity of the beams, with specific reductions noted for va

Author

Ela

Language

EN