Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah

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 provi...

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Main Author: Perpustakaan UGM, i-lib
Format: Article NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 1997
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Online Access:https://repository.ugm.ac.id/18744/
http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547
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spelling id-ugm-repo.187442014-06-18T00:38:08Z https://repository.ugm.ac.id/18744/ Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah Perpustakaan UGM, i-lib Jurnal i-lib UGM 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. [Yogyakarta] : Universitas Gadjah Mada 1997 Article NonPeerReviewed Perpustakaan UGM, i-lib (1997) Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547
institution Universitas Gadjah Mada
building UGM Library
country Indonesia
collection Repository Civitas UGM
topic Jurnal i-lib UGM
spellingShingle Jurnal i-lib UGM
Perpustakaan UGM, i-lib
Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
description 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.
format Article
NonPeerReviewed
author Perpustakaan UGM, i-lib
author_facet Perpustakaan UGM, i-lib
author_sort Perpustakaan UGM, i-lib
title Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
title_short Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
title_full Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
title_fullStr Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
title_full_unstemmed Pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
title_sort pengaruh penulangan geser pada balok beton non-pasir dengan agregat lempung bekah
publisher [Yogyakarta] : Universitas Gadjah Mada
publishDate 1997
url https://repository.ugm.ac.id/18744/
http://i-lib.ugm.ac.id/jurnal/download.php?dataId=1547
_version_ 1681217328204742656