Design of composite beams with web openings
β Scribed by David Darwin
- Publisher
- John Wiley and Sons
- Year
- 2000
- Tongue
- English
- Weight
- 151 KB
- Volume
- 2
- Category
- Article
- ISSN
- 1365-0556
No coin nor oath required. For personal study only.
β¦ Synopsis
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 and opening reinforcement to product of plastic capacity of a tee and the depth of the tee "aspect ratio of a tee"a o /s t P ch , P cl "concrete forces at high-and low-moment ends of opening, respectively P r "force in reinforcement along edge of opening s t "depth of tee t w "thickness of web V"shear V m "maximum shear capacity at location of opening V mt "maximum shear capacity of a tee V n "nominal shear capacity V pt "plastic shear capacity of web of tee V u "factored shear
π SIMILAR VOLUMES
Nine specimens of steel-concrete composite beams with openings in the concrete flange were tested in the present study. The main parameters considered were the size and position of the openings. Two modes of failure were observed in the tests, depending on the loading arrangement and the position of