The design of steel tapered members for combined axial and flexural strength is somewhat complex and tedious if no approximation is made. However, recent load and resistance factor design (LRFD) of the AISC code has treated the problem with sufficient accuracy and ease. In this study, an algorithm i
Design of steel frames with slender joint-panels
โ Scribed by Ioannis Vayas; John Ermopoulos; Hartmut Pasternak
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 842 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
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