Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
| Main Author: | Perpustakaan UGM, i-lib |
|---|---|
| Format: | Article NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Universitas Gadjah Mada
, 1997
|
| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/18744/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547 |
| ctrlnum |
18744 |
|---|---|
| fullrecord |
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The purpose (aim) of this research was to obtain the shear force could be retained by shear reinforcement of no fines, reinforced concrete beams.
Ten no-fine beams (150 mm width, 200 mm height, 2000 mm long) with 8 D16 flexural reinforcement and 8 mm or diameter of shear reinforcement provided at various distance were padded. The walcer-cement ratio of the mix was 0.40, and the volumetric ratio between cement and aggregate was 1/4. The aggregate used was artificial light-weight made of expanded shale from Cilacap.
The results showed that for beam with of 6 mm in diameter, the shear force that couia be retained by shear-reinforcement V5, couia be expressed by formula: Vs = 53,75 - 0,16.s, and for those with shear-reinforcement of 8 mm in diameter, the formula because: V, = 46,77 - 0,048.s. When s was the spacing of the shear reinforcement.</description><publisher>[Yogyakarta] : Universitas Gadjah Mada</publisher><date>1997</date><type>Journal:Article</type><type>PeerReview:NonPeerReviewed</type><identifier> Perpustakaan UGM, i-lib (1997) Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah. Jurnal i-lib UGM. </identifier><relation>http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547</relation><recordID>18744</recordID></dc>
|
| format |
Journal:Article Journal PeerReview:NonPeerReviewed PeerReview |
| author |
Perpustakaan UGM, i-lib |
| title |
Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah |
| publisher |
[Yogyakarta] : Universitas Gadjah Mada |
| publishDate |
1997 |
| topic |
Jurnal i-lib UGM |
| url |
https://repository.ugm.ac.id/18744/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547 |
| contents |
ABSTRACT
The purpose (aim) of this research was to obtain the shear force could be retained by shear reinforcement of no fines, reinforced concrete beams.
Ten no-fine beams (150 mm width, 200 mm height, 2000 mm long) with 8 D16 flexural reinforcement and 8 mm or diameter of shear reinforcement provided at various distance were padded. The walcer-cement ratio of the mix was 0.40, and the volumetric ratio between cement and aggregate was 1/4. The aggregate used was artificial light-weight made of expanded shale from Cilacap.
The results showed that for beam with of 6 mm in diameter, the shear force that couia be retained by shear-reinforcement V5, couia be expressed by formula: Vs = 53,75 - 0,16.s, and for those with shear-reinforcement of 8 mm in diameter, the formula because: V, = 46,77 - 0,048.s. When s was the spacing of the shear reinforcement. |
| id |
IOS2744.18744 |
| institution |
Universitas Gadjah Mada |
| institution_id |
19 |
| institution_type |
library:university library |
| library |
Perpustakaan Pusat Universitas Gadjah Mada |
| library_id |
488 |
| collection |
UGM Repository |
| repository_id |
2744 |
| subject_area |
Karya Umum |
| city |
SLEMAN |
| province |
DAERAH ISTIMEWA YOGYAKARTA |
| repoId |
IOS2744 |
| first_indexed |
2016-09-14T18:05:42Z |
| last_indexed |
2016-09-22T21:18:59Z |
| recordtype |
dc |
| _version_ |
1765815336922251264 |
| score |
17.538404 |