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Prayitno, Slamet
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KAPASITAS LENTUR PLAT BETON BERTULANGAN BAMBU PETUNG DENGAN TAKIKAN SEJAJAR Cholid, Abdurrahman; Setiya Budi, Agus; Prayitno, Slamet
Matriks Teknik Sipil Vol 2, No 1 (2014): Maret 2014
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/mateksi.v2i1.37468

Abstract

The main need for the use of reinforced concrete reinforcing steel as a major component in the construction of housing is increasing. Increasedneed for steel reinforcement will lead to increase of the price that it becomes expensive and scarce. To overcome these problems,it is necessary seek a alternative replacement of steel reinforcement in concrete. The results of the investigation reported in reference,stating that bamboo petung can be used as an alternative to replacement of concrete reinforcing steel because it has a high tensilestrength approaching the strength of steel. Bamboo reinforcement model approach is done by making notches on the sides parallel. Thisis expected to increase the strong adhesion between bamboo and concrete as the use of steel deformed bar. This research uses experimentalmethods to test object used is concrete slab measuring 600x400x100 mm. Quality concrete is planned fc '=15MPa. Bendingtest performed at 28 days with the third point loading method. In the analysis, the bending capacity of the slab with the notch parallelbamboo petung reinforcement is larger, is 0,2584 ton.m when compared with the results of the test slab which is an average of0,2356 ton.m. The pattern collapse on bamboo reinforced concrete slab is located between the parallel notches third middle span. Sucha collapse is included in the bending collapse. Collapse that occurs in the concrete slab by using bamboo as reinforcement petung bebrittle.
KAPASITAS LENTUR PLAT BETON BERTULANGAN BAMBU PETUNG DENGAN TAKIKAN TIDAK SEJAJAR (ALTERNATIF PENGGANTI TULANGANBAJA PADA PLAT LANTAI RUMAH) Dariyadi, Eko; Setiya Budi, Agus; Prayitno, Slamet
Matriks Teknik Sipil Vol 2, No 2 (2014): Juni 2014
Publisher : Program Studi Teknik Sipil FT UNS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/mateksi.v2i2.37452

Abstract

Bamboo is one reinforcement alternative to steel reinforcement for housing construction using reinforced concrete materials . Concrete slab itself is oneof the structural elements are made using steel reinforced concrete . This study was conducted to determine how much capacity plate reinforcedconcrete bending bamboo petung not aligned with the notch . The method used in this study is an experimental method with a concrete slabspecimen measuring 600 mm x 400 mm x 100 mm . Quality concrete is planned fc ' = 17.5 MPa . Bending test performed at 28 days with thethird point loading method . The test results of reinforced steel plate bending capacity by an average of 0.5222 ton.m and results of the analysis ofton.m 0.3051 , while the test results flexural capacity of reinforced concrete plate with a notch bamboo Petung misaligned by an average of 0.1714ton.m and the results of the analysis of 0.1097 ton - m . The test results of reinforced concrete bending stress steel plate by an average of 7.8966MPa and 6804 MPa results of the analysis of the test results while the bending stress Petung bamboo reinforced concrete plate with the notch isnot aligned average of 2.5717 MPa and 1.4204 MPa
Co-Authors Agung Setyo Nugroho Agus Setiya Budi, Agus Setiya Aldoko, Wahyu Asidiq, Azis Budiyanto, Rahmat Cholid, Abdurrahman Dariyadi, Eko Develya, Andy Feby Endang Rismunarsi, Endang Fahrurrozi, Mohamad Faiz, Mohamad Amar Gunawan, Purnawan Gunawan, Yunus Indra Hamonangan, Mario Ota Indika, Riyan Rahma Krakata, Yudha Mediyanto, Antonius Miranda, Elsa Septia Mulatno, Untung Joko Mulya, Reza Pratama Nara Murti, Febryan Rochmadhona Nuril Huda Oktavianto, Arizka Fadhil Prabowo, Ahmad Pandhu Prabowo, Dimas Faisal Pranata, Bangun Budi Prasetyo, Benny Tri Pudyastuti, Kartika Ambarsari Purnomosari, RA Dinasty Purwanto Purwanto Putra, Candra Sedya Rachmawati, Nurinda Qhiqy Rahmat, Dwi Nur Regkidiniyanto, Regkidiniyanto Romdhoni, Dini Setiya Budi, Agus Setiyaningrum, Ayu Setyadi, Doddy Sugiyarto Sugiyarto Sulistiyono, Birawan Sunarmasto, Sunarmasto Supardi Supardi Susanto, Muhammad Eko Syuhadak, Fajar Warsino, Warsino Wibowo Wibowo Widhiyono, Eko Prasetyo Widiatmoko, Widiatmoko Wirastuti, Kartika Yudha Asmara, Amanda Ditya