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
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| Subjects: | |
| Online Access: |
https://repository.ugm.ac.id/18744/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547 |
Daftar Isi:
- 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.