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
| Item Type: | Thesis (S1) |
|---|---|
| Uncontrolled Keywords: | KUAT TARIK |
| Divisions: | Fakultas Teknik > Teknik Sipil S1 |
| 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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