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All Journal Rekayasa Sipil Semesta Teknika Jurnal Karkasa SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan REKAYASA DAN INOVASI TEKNIK SIPIL
Algazt Aryad Masagala
Universitas Teknologi Yogyakarta
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Journal : Semesta Teknika

 1 
Perencanaan Struktur Beton Bertulang Tahan Gempa Berlantai 4 (Studi Kasus Gedung Baru Kampus I Universitas Teknologi Yogyakarta) Masagala, Algazt Arsyad
Semesta Teknika Vol 19, No 1 (2016): MEI 2016
Publisher : Semesta Teknika

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Abstract

The new building in campus one of Universitas Teknologi Yogyakarta which consists of four floors is analyzed by using Intermediate Moment Resisting Frame (IMRF) to be able to withstand gravity and seismic load. The planning of reinforced concrete structure in this building is aimed to 1) to calculate the gravity and seismic plan load that works for the new building in campus one of Universitas Teknologi Yogyakarta, 2) to find the dimension of beam and column that able to withstand the working seismic plan load, 3) to determine the formation of beam and column reinforcement from the analysis result by using Intermediate Moment Resisting Frame (IMRF). The building structure analysis is conducted using SAP 2000 V.11 program. The planning of reinforced concrete structure is assumed as Intermediate Moment Resisting Frame/Structure (IMRF). The planning of beam and column is conducted by using the dimension in the field. The reinforced planning is conducted base on the Assessment Regulation of Reinforced Concrete Structure for Infrastructure with SNI 03-2847-2002. The assessment of static equivalent seismic load is referred to Standards of Earthquake Resistance Planning for Buildings with SNI-03-1727-2002. Based on the analysis by using Intermediate Moment Resisting Frame (IMRF), the planning of reinforced concrete structure including dimension and reinforced formation of beam and column has fulfilled the requirements and save based on field assessment.   
Perencanaan Struktur Beton Bertulang Tahan Gempa Berlantai 4 (Studi Kasus Gedung Baru Kampus I Universitas Teknologi Yogyakarta) Algazt Arsyad Masagala; Faqih Ma'arif
Semesta Teknika Vol 19, No 1 (2016): MEI 2016
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v19i1.1829

Abstract

The new building in campus one of Universitas Teknologi Yogyakarta which consists of four floors is analyzed by using Intermediate Moment Resisting Frame (IMRF) to be able to withstand gravity and seismic load. The planning of reinforced concrete structure in this building is aimed to 1) to calculate the gravity and seismic plan load that works for the new building in campus one of Universitas Teknologi Yogyakarta, 2) to find the dimension of beam and column that able to withstand the working seismic plan load, 3) to determine the formation of beam and column reinforcement from the analysis result by using Intermediate Moment Resisting Frame (IMRF). The building structure analysis is conducted using SAP 2000 V.11 program. The planning of reinforced concrete structure is assumed as Intermediate Moment Resisting Frame/Structure (IMRF). The planning of beam and column is conducted by using the dimension in the field. The reinforced planning is conducted base on the Assessment Regulation of Reinforced Concrete Structure for Infrastructure with SNI 03-2847-2002. The assessment of static equivalent seismic load is referred to Standards of Earthquake Resistance Planning for Buildings with SNI-03-1727-2002. Based on the analysis by using Intermediate Moment Resisting Frame (IMRF), the planning of reinforced concrete structure including dimension and reinforced formation of beam and column has fulfilled the requirements and save based on field assessment.   
Desain Struktur Jembatan Kereta Api Tipe Concrete Through Arch: Studi Kasus Jembatan Kereta Api BH 1828 Purworejo Algazt Aryad Masagala
Semesta Teknika Vol 25, No 1 (2022): MEI 2022
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v25i1.13734

Abstract

Jembatan rel kereta api BH 1828 berlokasi di Butuh, Kutoarjo, Purworejo. Desain struktur jembatan tipe through arch memiliki lebar 4,9m, panjang bentang total 46 m, dan tinggi 7,5 m. Penelitian ini bertujuan untuk memperoleh dimensi dan kebutuhan penulangan, serta besar nilai lendutan dengan mengacu pada PM No. 60 Tahun 2012 tentang Persyaratan Teknis Rel Kereta Api, SNI 2833:2016 tentang Perencanaan Jembatan Terhadap Beban Gempa, dan RSNI T-12-2004 sebagai Perencanaan Struktur Beton untuk Jembatan. Desain dilakukan secara bertahap yang dimulai dari penentuan jenis struktur yang dipergunakan, dimensi struktur, pemodelan komputer, pembebanan, perancangan tulangan dan kontrol lendutan. Berdasarkan perhitungan diperoleh dimensi; girder eksterior, interior, diafragma, dan arch memiliki dimensi 450 x 650 mm; dimensi hanger dan bracing 450 x 450 mm. Untuk nilai lendutan maksimal tengah bentang sebesar 0,054 m lebih kecil dari lendutan izin L/800 = 0,058 m.
Co-Authors Ali Al Iman Annisa Mu’awanah Sukmawati Bagus Jatmiko Bayu Wicaksono Faqih Ma’arif Puji Utomo