Design of steel beams with end copes
β Scribed by J.J. Roger Cheng
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 888 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
L s "span length M"moment M m "maximum nominal flexural capacity at opening M n "nominal bending capacity M th , M tl "secondary moments at high-and low-moment ends of opening, respectively M u "factored bending moment "dimensionless ratio relating secondary bending moment contributions of concrete
An important advantage of cold-formed steel is the great flexibility of cross-sectional profiles and sizes available to structural steel designers. However, this flexibility makes the selection of the most economical section difficult for a particular situation. In this study, a micro Genetic Algori