PROPOSED SIMPLE EQUATIONS FOR THE DESIGN OF STEEL I-BEAMS
HAITHAM ABDEL-AZIZ MOHAMED MUSTAFA;
Abstract
Steel I-section beams, cantilevers and mono-symmetric sections require in their design the use of multiple equations controlled by local and lateral-torsional buckling behaviour as well as steel yielding. The moment resistance and the allowable bending st
Other data
| Title | PROPOSED SIMPLE EQUATIONS FOR THE DESIGN OF STEEL I-BEAMS | Other Titles | إقتراح معادلات تصميمية بسيطه للكمرات الصلب على شكل حرف ( I) | Authors | HAITHAM ABDEL-AZIZ MOHAMED MUSTAFA | Keywords | PROPOSED SIMPLE EQUATIONS FOR THE DESIGN OF STEEL I-BEAMS | Issue Date | 2011 | Description | Steel I-section beams, cantilevers and mono-symmetric sections require in their design the use of multiple equations controlled by local and lateral-torsional buckling behaviour as well as steel yielding. The moment resistance and the allowable bending st |
Attached Files
| File | Size | Format | |
|---|---|---|---|
| 103543p3044.pdf | 148.44 kB | Adobe PDF | View/Open |
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