ABSTRACT
At the mid-span of beam, vertical stiffeners were welded to restrain the web from local buckling due to the weight impacting. Column stiffeners and doubler plates were also welded to the panel zone to prevent the steel from yielding.
- Journals
- Corporate
- Help & Contact
Registered in England & Wales No. 3099067
5 Howick Place | London | SW1P 1WG© 2024 Informa UK Limited