Unified design approach to steel beam-columns
β Scribed by Max A.M. Herzog
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 478 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
A single resistance factor is used in typical steel design recommended by the American Institute of Steel Construction. In most cases, the steel shapes are homogeneous and isotropic. Hence, a single resistance factor is sufficient. However, in the case of composite sections, such as concrete-encased
A reduced-order collocation method is applied to the optimal design of distillation columns. The resulting number of equations is determined by the user and is independent of the numbers of stages in the column sections. The collocation method furthermore permits these stage numbers to be treated as