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
β¦ LIBER β¦
Design of steel and composite beams with web openings
β Scribed by Richard Redwood; Soon Ho Cho
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 773 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0143-974X
No coin nor oath required. For personal study only.
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