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All Journal Jurnal Ilmiah Rekayasa Sipil JURUTERA
Muhammad Zacky Ardhyan
Universitas Samudra, Langsa Aceh
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Mechanical Engineering Transportation

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Perbandingan Analisis Struktur Gedung Laboratorium PGSD Universitas Samudra Metode Sistem Rangka Pemikul Momen Khusus Menggunakan ETABS dan BIM Tekla Struktural Designer Muhammad Azis Syah; Muhammad Zacky Ardhyan; Haikal Fajri; Meilandy Purwandito; Irwansyah Irwansyah
Jurnal Ilmiah Rekayasa Sipil Vol 20 No 2 (2023): Oktober 2023
Publisher : Pusat Penelitian dan Pengembangan Masyarakat (P3M), Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jirs.v20i2.1048

Abstract

Indonesia is located on the fault line of the Eurasian and Indo-Australian plates which makes Indonesia prone to earthquakes. The structural design of the Special Moment Resisting Frame System (SRPMK) is required for reinforced concrete buildings in high earthquake-prone areas, it is hoped that using the SRPMK construction method can have a flexible structure. The purpose of this research is to discuss the comparison of test control of the Samudra University PGSD Laboratory Building with the Etabs application and the Tekla Structural Designer Application. The building structure under review is a reinforced concrete structure with 3 floors with a building length of 54 m, width of 18 m, and height of 16.8 m. The type of soil for the construction site is soft soil with earthquake design category D. Construction planning refers to SNI 1726 – 2019. The additional dead loads of floors and roofs are 0.672 and 0.710, the largest live loads are 7.18 kN/m², the earthquake loads with Ss and S1 are 0.68 and 0.34, the priority factor earthquake of 1.5 and a period of 20 seconds, the suction and compressive wind loads are -0.25 kN/m² and -0.41 kN /m². The results of structural analysis using the ETABS application and the Tekla Structural Designer application, the control values of the mass participation test, the fundamental natural vibration time, the base reaction, and the standard deviation between floors have met the requirements for earthquake-resistant building planning. The volume of concrete is 594.9 m³, the bone requirement for D22 is 3432.96 kg, D19 is 3605 4.89 kg, D16 is 26434.5 kg, D13 is 1774.72 kg, Ø12 is 6237.53 kg, Ø10 is 31599, 07 kg, Ø8 is 4589.31 kg
Pengaruh Substitusi Pasir Pozzolan Terhadap Kuat Tekan Beton Mutu Tinggi Muhammad Zacky Ardhyan; Yulina Ismida; Meilandy Purwandito
JURUTERA - Jurnal Umum Teknik Terapan Vol 3 No 02 (2016)
Publisher : Fakultas Teknik Universitas Samudra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55377/jurutera.v3i02.2333

Abstract

Kebutuhan beton mutu tinggi sangat dibutuhkan pada saat ini, terbukti dari pembangunan gedung-gedung berlantai banyak serta gedung dengan massa bangunan yang besar. Bersinergi akan hal tesebut, pekembangan dari teknologi beton mutu tinggi pu sangat di butuhkan. Material penyusun beton mutu tinggi seperti semen, agregat halus, agregat kasar serta air yang merupakan material-material pilihan. Tetapi, penggunaan material agregat kasa dan halus yang diambil secara tidak terkontrol dapat menyebabkan kerusakan alam, khususnya daerah aliran sungai. Menjawab tantangan tersebut, maka dibuat penelitian yang menggunakan material alternatif untuk menggantikan material agregat. Pasir pozzolan yang banyak mengandung silika digunakan untuk menggantikan agregat halus pada pembuatan beton mutu tinggi. Penelitian dilakukan dengan menggatikan agregat halus dengan menggunakan pasir pozzolan, dengan komposisi 10%, 20%, 30%, 40% dan 50% dari total berat agregat. Campuran beton direncakan dapat menahan beban sampai 70 MPa dengan rincian pemakaian seperti berikut; semen sebanyak 600 kg/m3; Superplasticizer yang digunakan adalaah viscocrete 10. Dari hasil penelitian didapat bahwa pemakaian substitusi pasir pozzolan sebagai agregat halus sebanyak 10% meningkatkan nilai kuat tekan beton mutu tinggi.
Co-Authors Haikal Fajri Irwansyah Irwansyah Meilandy Purwandito Meilandy Purwandito Muhammad Azis Syah Yulina Ismida