GB799860A - Improvements in or relating to reinforced concrete members - Google Patents
Improvements in or relating to reinforced concrete membersInfo
- Publication number
- GB799860A GB799860A GB3391/57A GB339157A GB799860A GB 799860 A GB799860 A GB 799860A GB 3391/57 A GB3391/57 A GB 3391/57A GB 339157 A GB339157 A GB 339157A GB 799860 A GB799860 A GB 799860A
- Authority
- GB
- United Kingdom
- Prior art keywords
- reinforced concrete
- reinforced
- concrete
- bar
- bent
- 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
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
799,860. Reinforced concrete; beams. KANSKA CEMENTAKTIBOLAGET. Jan. 31, 1957 [Feb. 1, 1956], No. 3391/57. Class 20(4). . A reinforced concrete, member having tensile reinforcement subjected to high stresses up to 4-4.5 tons per sq. cm. is reinforced by thin bars 3 of 0.5 sq. cm. maximum cross - sectional , area bent obliquely -towards the compressive area of the memberin relation todecreasing bending moment, the bent portions of each bar having a maximum perpendicular distance from the bent portion of an adjacent bar of 20 cms. so as to form evenly distributed shear reinforcement over the major part of the web of the member, between .the tension and compression areas, with the object of reducing stress crack widths in the concrete and to Keep the width of the cracks to 0.2-0.3 mm. at the loads stated above.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE799860X | 1956-02-01 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB799860A true GB799860A (en) | 1958-08-13 |
Family
ID=20339857
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3391/57A Expired GB799860A (en) | 1956-02-01 | 1957-01-31 | Improvements in or relating to reinforced concrete members |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB799860A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3429094A (en) * | 1965-07-07 | 1969-02-25 | Battelle Development Corp | Two-phase concrete and steel material |
US4558016A (en) * | 1980-08-18 | 1985-12-10 | Exxon Research And Engineering Co. | Ceramic fiber reinforced refractory |
-
1957
- 1957-01-31 GB GB3391/57A patent/GB799860A/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3429094A (en) * | 1965-07-07 | 1969-02-25 | Battelle Development Corp | Two-phase concrete and steel material |
US4558016A (en) * | 1980-08-18 | 1985-12-10 | Exxon Research And Engineering Co. | Ceramic fiber reinforced refractory |
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