GB888998A - Improvements relating to steel and concrete beams - Google Patents
Improvements relating to steel and concrete beamsInfo
- Publication number
- GB888998A GB888998A GB2063259A GB2063259A GB888998A GB 888998 A GB888998 A GB 888998A GB 2063259 A GB2063259 A GB 2063259A GB 2063259 A GB2063259 A GB 2063259A GB 888998 A GB888998 A GB 888998A
- Authority
- GB
- United Kingdom
- Prior art keywords
- steel
- concrete beams
- improvements relating
- shear connectors
- shear
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
888,998. Reinforced concrete beams and floors. CROMPTON PARKINSON Ltd. Aug. 15, 1960 [June 16, 1959], No. 20632/59. Class 20(4) A tensile reinforcement situated at or close to the bottom of a composite steel and concrete beam is in the form of one or two steel members 2, Fig. 1, or 7, Fig. 2, respectively, to which shear connectors 3 or 8 are stud welded. Each shear connector may have a transversely extending portion 5 or 9 at its upper end. The upper ends of adjacent shear connectors may be welded to one or more longitudinal bars 14, Fig. 3, and the shear connectors may be bent to form a truss system.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2063259A GB888998A (en) | 1959-06-16 | 1959-06-16 | Improvements relating to steel and concrete beams |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB2063259A GB888998A (en) | 1959-06-16 | 1959-06-16 | Improvements relating to steel and concrete beams |
Publications (1)
Publication Number | Publication Date |
---|---|
GB888998A true GB888998A (en) | 1962-02-07 |
Family
ID=10149143
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2063259A Expired GB888998A (en) | 1959-06-16 | 1959-06-16 | Improvements relating to steel and concrete beams |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB888998A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109826860A (en) * | 2019-02-02 | 2019-05-31 | 天津大学 | A bolted shear connection with weakened section |
-
1959
- 1959-06-16 GB GB2063259A patent/GB888998A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109826860A (en) * | 2019-02-02 | 2019-05-31 | 天津大学 | A bolted shear connection with weakened section |
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