Elastic and Inelastic Lateral Torsional Buckling Capacity of Mono-Symmetric I-Sections
Bassem Lamey Gindy Girgis;
Abstract
The design the over-hanging mono-symmetric I-beams is not sufficiently covered in the current standards and specifications. The buckling length specified in the current standards and specifications was firstly defined by Nethercot, 1973 and covered only d
Other data
| Title | Elastic and Inelastic Lateral Torsional Buckling Capacity of Mono-Symmetric I-Sections | Authors | Bassem Lamey Gindy Girgis | Keywords | Elastic and Inelastic Lateral Torsional Buckling Capacity of Mono-Symmetric I-Sections | Issue Date | 2008 | Description | The design the over-hanging mono-symmetric I-beams is not sufficiently covered in the current standards and specifications. The buckling length specified in the current standards and specifications was firstly defined by Nethercot, 1973 and covered only d |
Attached Files
| File | Size | Format | |
|---|---|---|---|
| 7490m5494.pdf | 71.71 kB | Adobe PDF | View/Open |
Similar Items from Core Recommender Database
Items in Ain Shams Scholar are protected by copyright, with all rights reserved, unless otherwise indicated.