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This paper presents a design comparison between castellated beams and solid beams, focusing on various parameters such as shape of openings, welded length, and angle of cut. The study concludes that castellated beams require lower section sizes than solid beams for the same loading conditions, with maximum stress concentrations occurring in hexagonal openings. Additionally, it finds that while deflection is not significantly affected by these parameters, stress levels vary with changes in the depth of openi

Author

Emin Korkmaz

Language

EN