Engineering
8 years ago

Steel beams with web openings face reduced bending and shear resistances.

Journal of Constructional Steel Research
Behaviour and design of steel members with web openings under combined bending, shear and compression
Mohsen Najafi, Yong Wang

Paper Summary

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Steel beams with web openings have reduced bending and shear capacities due to tee-section buckling under combined compression, bending, and shear forces. A new analytical method was developed to account for these effects, resulting in accurate predictions of beam behavior.