The lateral torsional buckling of coped steel I-beams was investigated extensively by a number of researchers. Design recommendations have been proposed by Cheng and Yura. They proposed a set of interaction equations to evaluate the elastic lateral torsional buckling capacity of coped steel I-beams
✦ LIBER ✦
Lateral Buckling of Coped Steel Beams
✍ Scribed by Cheng, Jung‐June R.; Yura, Joseph A.; Johnson, C. Philip
- Book ID
- 120404549
- Publisher
- American Society of Civil Engineers
- Year
- 1988
- Tongue
- English
- Weight
- 721 KB
- Volume
- 114
- Category
- Article
- ISSN
- 0733-9445
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