Abstract
The moment-deflection results of cold-formed RHS (rectangular hollow section) steel beams are examined. A simple design approach is proposed to account for the effect that material non-linearity has on deflection. A general expression is also derived to predict the deflection of cold-formed RHS steel beams.
| Original language | English |
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| Pages | 207-226 |
| Number of pages | 20 |
| Publication status | Published - 1996 |
| Externally published | Yes |
| Event | Thirteenth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction - St. Louis, MO, United States Duration: 17 Oct 1996 → 18 Oct 1996 |
Conference
| Conference | Thirteenth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction |
|---|---|
| Country/Territory | United States |
| City | St. Louis, MO |
| Period | 17/10/96 → 18/10/96 |
ASJC Scopus subject areas
- General Engineering