ARFIANTO WIBAWA (2009) PERBANDINGAN KUAT TARIK BELAH BETON PADA PENGECORAN UTUH DAN PENGECORAN SAMBUNGAN DENGAN MENGGUNAKAN BONDING AGENT SIKACIM. S1 thesis, Universitas Muhammadiyah Yogyakarta.

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Abstract

Kesimpulan dalam penelitian ini adalah semakin besat kuat sambungan beton maka nilai kuat tarik beton akan semakin naik sampain pada sudut sambung beton 30 derajat

Dosen Pembimbing:	EDI HARTONO ST., MT | NIDN0507077301
Item Type:	Thesis (S1)
Uncontrolled Keywords:	KUAT TARIK
Divisions:	Fakultas Teknik > S1 Teknik Sipil
Depositing User:	Unnamed user with email robi@umy.ac.id
Date Deposited:	14 Feb 2022 08:34
Last Modified:	14 Feb 2022 08:34
URI:	https://etd.umy.ac.id/id/eprint/21977

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