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All Journal Jurnal Pendidikan Vokasi English Education Journal Biologi Edukasi : Jurnal Ilmiah Pendidikan Biologi Jurnal EduBio Tropika BIOTIK: Jurnal Ilmiah Biologi Teknologi dan Kependidikan Jurnal Ilmiah Mahasiswa Pendidikan Biologi Teras Jurnal Jurnal Penelitian Pendidikan IPA (JPPIPA) Inersia : Jurnal Teknik Sipil Prosiding Seminar Nasional Universitas Serambi Mekkah Jurnal Pendidikan Sains Indonesia (Indonesian Journal of Science Education) JIPI (Jurnal IPA dan Pembelajaran IPA) Journal of The Civil Engineering Student PESARE: Science and Engineering Service Journal
Abdullah Abdullah
Universitas Syiah Kuala
Agriculture, Biological Sciences & Forestry Astronomy Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Physics Public Health Transportation Other

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Journal : Inersia : Jurnal Teknik Sipil

 1 
PENGARUH KONFIGURASI TULANGAN SENGKANG TERHADAP KAPASITAS GESER DAN POLA KEHANCURAN KOLOM YANG DIBEBANI TEKAN AKSIAL Mulyadi Mulyadi; Abdullah Abdullah; Surya Bermansyah
Inersia: Jurnal Teknik Sipil Vol 4, No 2 (2012)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (308.075 KB) | DOI: 10.33369/ijts.4.2.25-32

Abstract

The study of bearing capacity and buckling behavior of reinforced foamed concrete column under compressive load.The aim of this research is for knowing the bearing capacity and buckling behavior of reinforced foamed concrete column. This research can be used as the base for precast column of reinforced foamed concrete in non engineered building.The samples for the reinforced foamed concrete column have, w/c : 0.5 ; SG: 1.2, and 0.5% in weight percentage . the control sample is a 15x30 cm cylinder. The column is 200 cm inheight.RFC2510 with cross section 25 x 25 has 4?10 mm main bars, and ?8-100 for stirrups. RFC3010 with cross section 30 x 30 has 4?10 mm main bars, and ?8-100 for stirrups. RFC3012 with cross section 30 x 30 has 4?12 mm main bars, and ?8-100 for stirrups. RFC2510-75 with cross section 25 x 25 has 4?10 mm main bars, and ?8-75 for stirrups.The type of load given is the axial load. In this research the average compressive strength is (f’c) 100.038 kg/cm2, the modulus of elasticity (Ec) is 29793.069 kg/cm2, and the average tensile strength (ft) is 9.572 kg/cm2.The capacity of axial load for each column RFC2510, RFC3010, RFC3012, RFC2510-75, is 49.990ton, 70.310 ton, 58.570 ton, and 51.910 ton respectively. The increase of axial load capacity is influenced by dimension and the distance of stirrups in the column sample. However in this research the using of the bigger bar diameter does not influence the axial load to the column sample. The ratio from the lab test to the theory one is less than 1. The suitable factor reduction for reinforced foamed concrete is 0.61
Co-Authors Agus Halim Aidil Amar Alfa Taras Bulba Ali Sarong Andi Ulfa Tenri Pada Aril Munandar Asiah Asiah Azura Novitri Azwir Azwir Cut Nurmaliah Cut Nurmaliah Dahlian Oesman Della Moliza Karlina Devi Syafrianti Djufri - Eldina Fatimah Evi Apriana, Evi Apriana Fadhilah Fadhilah Fadlina Fadlina Farza Safirda Hafnati Rahmatan Hasanuddin Hasanuddin Hendra Ervany Husnawati Husnawati Husni Husni* Husnil Khatimah Ismul Huda Jumiati Jumiati Khairiani Khairiani Khairil Khairil Laili Suhairi Laksono Trisnantoro M Ali s M Zardan Araby M. Jakfar M. Nasir Maspira Maspira Mauizah Hasanah Mimie Saputri Muhammad Fauzi Muhammad Maulana Muhibbuddin Muhibbuddin Nafisah Hanim Nanda Yustina Nur Afiya Nurmuhajirah Nurmuhajirah Nurrahmah Akbariah Nurul Akmal Puspa, Vivera Ruselli Qurratul 'Aini Benti Nasaiy Raudhatin Raudhatin Reni Marlina Rika Susanti Safrida Safrida Saiful Marhaban Sakdiah Ibrahim, Sakdiah Ibrahim Salfina Salfina Samingan Samingan Sugianto Surya Bermansyah Syarifah Husna Syaukani Syaukani Teuku Arif Billah Thrina Junita Tomi Japisa Usman Kasim Wati Oviana Wiwit Artika Wiwit Artika Yuli Heirina Hamid Yunita Idris Yuri Gagarin Zurfika Ramayanti