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All Journal Jurnal Teknik Sipil dan Perencanaan Journal of Vocational and Career Education Jurnal Talenta Sipil
Subagio, Triono
Universitas Negeri Semarang
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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The Development Of Computer Aided Design Learning Model In Civil Engineering Vocational Education Study Program In Universitas Negeri Semarang Subagio, Triono; Qudus, Nur; Syamwil, Rodia
Journal of Vocational and Career Education Vol 4, No 1 (2019): July 2019
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jvce.v4i1.19403

Abstract

Computer Aided Design (CAD) learning model in the Civil Engineering Vocational Education program in Universitas Negeri Semarang, especially 2-dimensional modeling, continues to be developed so that learning outcomes are accepted by the standards the business / construction services industry. Development of learning outcomes is inseparable from efforts to develop learning model that is used during the learning process. The development of learning models in this study focused on the development of learning methods, learning materials and CAD learning evaluation techniques. This study used the research and development using the Dick and Carrey design. The research sample was 34 students who took Computer Graphic course. The results showed that the three aspects: the development of methods, the development of teaching materials and materials and the development of evaluation techniques were categorized as excellent and very excellent. The CAD learning method was very suitable to be developed through conceptual learning methods, direct practice learning and case study learning. The use of this method was based on the needs faced in the classroom (situational). This means that the use of this method could be used at once, or varied according to the condition in the class. The use of learning equipment is one of the keys for successful learning development. The learning equipment developed in this study included the use of hand-outs, modules and supplements. The use of all three was very successful to support optimal learning outcomes. The use of all three was also aimed to facilitate the diverse learning needs of students. The development of evaluation techniques in learning included three domains: cognitive, psychomotor and affective domain. The cognitive domain was divided into two aspects: construction knowledge and the use of software. The development of evaluation techniques showed that the ability of students in each domain was in the excellent and very excellent category.
Optimization Analysis of The Strength Capacity and The Economic Value Comparison of Castellated Steel Beam and Its Equivalent IWF Beam Budi, Listiyono; Widodo, Aris; Haryadi, Bambang; Endroyo, Bambang; Wicaksono, Dimas; Subagio, Triono
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021): Jurnal Teknik Sipil dan Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i2.31942

Abstract

The research is aimed to figure out the comparison of the strength capacity and economic value comparison of castellated steel beam to its equivalent IWF beam. The profile of the castellated steel beam in this study included all profiles of castellated steel beam on the market based on the products catalog of the castellated steel beam from PT. Gunung Garuda. The finite element method was used in this study with the aid from Abaqus program to get a comparison of the strength capacity of castellated steel beam to its equivalent IWF beam. The next stage next involved the calculation of a comparison of the economic value of the castellated steel beam with hexagonal holes with to its equivalent IWF beam. The results of the study showed that the castellated steel beam experienced an increase in the strength capacity of 1,189 up to 2,330 times compared to its equivalent IWF beam. The comparison of the strength capacity between the castellated steel beam and its equivalent IWF beam is at 1,010 up to 1,539. Based on the combination between the comparison of strength capacity and the economic value, there are 14 (58.33%) profiles of the castellated steel beam which is categorized as efficient in terms of the design of the structure and cost, there are four (16.67%) profiles of the castellated steel beam which is categorized as efficient in terms of the design of the structure but not efficient in terms of cost, and there are 6 (25.00%) profiles of the castellated steel beam which is categorized as inefficient in terms of the design of the structure and cost. The results of this study indicate that the castellated steel beam can replace its equivalent IWF beam. Selection of profile of the castellated steel beam is appropriate to provide efficiency in terms of weight of the structure between 58.5% to 15.1% and can provide efficiency in terms of cost of between 48.4% to 0.9%.
Optimization Analysis of The Strength Capacity and The Economic Value Comparison of Castellated Steel Beam and Its Equivalent IWF Beam Budi, Listiyono; Widodo, Aris; Haryadi, Bambang; Endroyo, Bambang; Wicaksono, Dimas; Subagio, Triono
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021): Jurnal Teknik Sipil dan Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i2.31942

Abstract

The research is aimed to figure out the comparison of the strength capacity and economic value comparison of castellated steel beam to its equivalent IWF beam. The profile of the castellated steel beam in this study included all profiles of castellated steel beam on the market based on the products catalog of the castellated steel beam from PT. Gunung Garuda. The finite element method was used in this study with the aid from Abaqus program to get a comparison of the strength capacity of castellated steel beam to its equivalent IWF beam. The next stage next involved the calculation of a comparison of the economic value of the castellated steel beam with hexagonal holes with to its equivalent IWF beam. The results of the study showed that the castellated steel beam experienced an increase in the strength capacity of 1,189 up to 2,330 times compared to its equivalent IWF beam. The comparison of the strength capacity between the castellated steel beam and its equivalent IWF beam is at 1,010 up to 1,539. Based on the combination between the comparison of strength capacity and the economic value, there are 14 (58.33%) profiles of the castellated steel beam which is categorized as efficient in terms of the design of the structure and cost, there are four (16.67%) profiles of the castellated steel beam which is categorized as efficient in terms of the design of the structure but not efficient in terms of cost, and there are 6 (25.00%) profiles of the castellated steel beam which is categorized as inefficient in terms of the design of the structure and cost. The results of this study indicate that the castellated steel beam can replace its equivalent IWF beam. Selection of profile of the castellated steel beam is appropriate to provide efficiency in terms of weight of the structure between 58.5% to 15.1% and can provide efficiency in terms of cost of between 48.4% to 0.9%.
Praksis Implementasi Pemodelan Informasi Bangunan (Building Information Modeling /BIM) dalam Industri Arsitektur, Rekayasa Dan Konstruksi Modern (Architecture, Engineering and Construction (AEC) Industry) Triono Subagio; Dimas Wicaksono; Teguh Prihanto; Eko Budi Santoso
Jurnal Talenta Sipil Vol 5, No 1 (2022): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (308.655 KB) | DOI: 10.33087/talentasipil.v5i1.102

Abstract

Persyaratan teknis tentang pedoman pembangunan berkelanjutan, khususnya untuk bidang bangunan gedung sudah diberlakukan berdasarkan UU No. 28 tahun 2002 tentang Bangunan Gedung, Peraturan Pemerintah No. 16 Tahun 2021 tentang Pelaksanaan UU No. 28 tahun 2002 dan Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat No. 9 Tahun 2021 tentang Pedoman Pembangunan Berkelanjutan. Penelitian ini merupakan penelitian awal sebagai bentuk respon dari perundangan di industri AEC yang masih sangat baru di Indonesia. Jenis penelitian yang digunakan adalah penelitian survei. Populasi dan sampel merupakan pihak-pihak yang terlibat dalam industri AEC, khususnya dalam proses pengadaan barang dan jasa di Indonesia. Penelitian ini untuk mendapatkan kajian kritis tentang harapan dan kendala yang dihadapi oleh konsultan, kontraktor dan konsultan perencana yang secara khusus adalah individu-individu yang terlibat di dalamnya, seperti arsitek, site engineer, drafter, konsultan manajemen konstruksi dan lain-lain. Teknik pengumpulan data dilakukan dengan teknik angket yang disebarkan melalui platform google-form. Hasil penelitian menunjukkan bahwa implementasi BIM di industry AEC Indonesia masih dalam kategori rendah. Rendahnya tingkat implementasi BIM ini bisa dilihat dari indikator seperti jenis software berbasis BIM yang menunjukkan bahwa lebih dari 40% tidak pernah menggunakan software berbasis BIM. Implementasi BIM di Indonesia juga masih berkisar dalam permasalahan pemodelan 3D (30%). Implementasi BIM di Indonesia belum dikembangkan untuk menyelesaikan permasalahan seperti analisis rencana anggaran biaya (37,8%), manajemen pelaksanaan konstruksi (53,4%), analisis energi (86,6%), manajemen infrastruktur (71,1%). Simpulan dari penelitian ini bahwa permasalahan implementasi BIM di Indonesia sebagai respond dari pemberlakuan perundangan masih sangat terbuka dan menantang, seperti kecukupan tenaga ahli di bidang BIM, kompatibilitas dan ketersediaan hardware dan software berbasis BIM, baik dalam aspek kuntitas dan kualitasnya.
Co-Authors Aris Widodo Bambang Endroyo Bambang Haryadi Budi, Listiyono DIMAS WICAKSONO Eko Budi Santoso Nur Qudus Rodia Syamwil Teguh Prihanto