Abstract
This paper presents a new approach to the failure problem, in which plastic hinges are assumed at the corner of the hole. Formulas for the predicted failure loads have been derived. Analyses of beams with double or multiple holes have also been investigated.
Cite
CITATION STYLE
APA
Aglan, A. A., & Qaqish, S. (1982). PLASTIC BEHAVIOR OF BEAMS WITH MID-DEPTH WEB OPENINGS. Engineering Journal, 19(1), 20–26. https://doi.org/10.62913/engj.v19i1.373
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