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All Journal Jurnal Teknik Sipil JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Forum Mekanika Jurnal Ipteks Terapan SIGMA TEKNIKA Journal of Civil Engineering and Planning (JCEP) Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi pendidikan, science, teknologi, dan ekonomi Jurnal Teknik Sipil Institut Teknologi Padang
Masdar, Astuti
Sekolah Tinggi Teknologi Payakumbuh
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Assessment of the Multipurpose Building of Sekolah Tinggi Teknologi Payakumbuh Astuti Masdar; Zuly Nelriska Wati; Umar Khatab; Anita Dewi Masdar; Noviarti Noviarti
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7825

Abstract

Sekolah Tinggi Teknologi Payakumbuh multi-purpose building is planned to have 3 floors with different functions on each floor. In the existing conditions this building still consists of 2 floors with the function of the 1st floor as a Civil Engineering Laboratory and the 2nd floor as a hall. The construction is carried out in stages and there are changes to the function of the building so that before continuing construction it is necessary to carry out an assessment to determine the impact of the conversion of the building on the feasibility of the multi-purpose building structure. The method used in this research is a quantitative method through visual assessment and technical assessment using testing equipment. Based on the results of the visual assessment, it was known that the categories of damage that occurred were structural and non-structural damage. Structural category II (minor) damage that occurs, namely fine cracks in several parts of the beam and stains on several beams, then non-structural Sek category I (minor) damage that occurs, namely fine cracks in several parts of the wall and stains in several parts of the wall . From the results of the technical assessment, namely the sondir results obtained the depth of hard soil is at a depth of 7 meters, while from the results of the Hammer Test obtained the average compressive strength for the structural components of the columns, beams and plates are fc' = 20.3 MPa, fc' = 20.7 MPa and fc' = 23.2 MPa respectively. The results of the building capacity analysis show that the construction cannot be continued to 3 floors considering that the building load for the 3-story condition exceeds the ability of the building capacity in the existing condition.
PENENTUAN JARAK KRITIS BAUT PADA SAMBUNGAN BAMBU GOMBONG (GIGANTOCHLOA PSEUDOARUNDINASEA) BERDASARKAN KUAT GESER DAN KUAT TUMPU BAMBU Astuti Masdar; Indri Febriani; Sutria Desman; Anita Dewi Masdar; Ronny Junnaidy
Jurnal Teknik Sipil Vol 8 No 1 (2024): Jurnal Gradasi Teknik Sipil - Juni 2024
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v8i1.1391

Abstract

Bambu merupakan material konstruksi ramah lingkungan yang mempunyai peluang besar untuk dikembangkan pada bangunan hijau. Kondisi ini dikarenakan bambu memiliki kharakteristik mekanik yang baik. Meskipun demikian, penggunaan bambu belum dapat dimaksimalkan karena sedikitnya informasi terkait desain struktur bambu termasuk geometri dari sambungannya. Penelitian ini dilakukan dengan tujuan untuk menentukan jarak kritis baut pada sambungan bambu Gombong (Gigantochloa Pseudoarundinasea). Penelitian dilakukan secara eksperimental berdasarkan standar ISO N22157. Berdasarkan hasil penelitian didapat nilai rata-rata kadar air Bambu Gombong  memenuhi persyaratan pengujian kuat geser dan kuat tumpu yaitu kadar air < 15%. Nilai kuat geser rata-rata Bambu Gombong sebesar 5,89 MPa. Sedangkan rata-rata kuat tumpu Bambu Gombong adalah sebesar 36,47 MPa. Berdasarkan nilai kuat geser dan kuat tumpu dilakukan analisis terkait jarak baut pada sambungan bambu dan didapatkan jarak kritis baut pada sambungan Bambu Gombong dari ujung batang bambu tanpa ruas ke baut adalah sekitar 4,27 D atau 4,27 kali diameter baut. Hasil penelitian ini sangat penting sekali sebagai dasar dalam desain struktur sambungan bambu yang menggunakan baut sebagai alat sambungnya.
Co-Authors Anita Dewi Masdar Anita Dewi Masdar Anita Dewi Masdar Arif Rizki Marsa Budiarni, Rini Desi Putri Fatma Ira Wahyuni Indri Febriani Noviarti Noviarti Noviarti Noviarti Noviarti Rahmat Ramadhan Ramacos Fardela Ranti Irsa Ranti Irsa Raufan Nur Ronal Meida Yasa Ronny Junnaidy Ronny Junnaidy Ronny Junnaidy Sabri Haris Sri Tria Siska Sutria Desman Syamsuir, Elvi Umar Khatab Zuly Nelriska Wati