KAJIAN EKSPERIMEN DAYA TAHAN GROUTING NITOBOND EC (FOSROC) PADA KUAT LENTUR BENDA UJI BALOK MUTU K-350 DAN K-400 DENGAN 1 SAMBUNGAN

PURNIAWAN, BANDI and Astira, Imron Fikri (2012) KAJIAN EKSPERIMEN DAYA TAHAN GROUTING NITOBOND EC (FOSROC) PADA KUAT LENTUR BENDA UJI BALOK MUTU K-350 DAN K-400 DENGAN 1 SAMBUNGAN. Undergraduate thesis, Sriwijaya University.

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Abstract

Tujuan utama dari penelitian yang bertujuan mengetahui daya tahan grouting Nitobond Ec balok pada kuat lentur benda uji balok. Nitobond EC adalah produk dari fodroc. Pada penelitian ini Nitobond EC digunakan sebagai bahan penyambung balok beton, Pengujian dilakukan dengan menggunakan metode two poit load, sehingga pada bagian balok di harapkan mendapatkan lendutan mumi. Hasil penelitian menunjukan bahwa Nitobond EC Besar persentase pencapaian kuat lentur normal beton K-350 adalah 11,61% dan mutu K-400 adalah 11,24% dan untuk balok sambungan mutu K-350 adalah 10,80% dan mutu K-400 adalah 10,11%, sehingga dapat disimpulkan bahwa besar pencapaian kuat lentur beton untuk mutu K- 350 dan K-400 berada di antara 9% sampai 15% kuat lentur teoritis.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Nitobond EC, balok
Subjects: T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Mrs Furika Furika
Date Deposited: 28 Aug 2023 04:56
Last Modified: 28 Aug 2023 04:56
URI: http://repository.unsri.ac.id/id/eprint/127934

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