Syamsudin, Rudi Nur
Universitas Negeri Yogyakarta

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Vocational High School Teachers’ Efforts in Equipping Graduates with Soft Skills Based on Work Demands Rudi Nur Syamsudin; Sukardi Sukardi; He Shiyu
Jurnal Pendidikan Teknologi dan Kejuruan Vol 24, No 2 (2018): (October)
Publisher : Faculty of Engineering, Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (347.468 KB) | DOI: 10.21831/jptk.v24i2.19956

Abstract

A preliminary study in Yogyakarta showed that the graduates’ enthusiasm to enter building construction study program in vocational high school was low. One of the factors affecting the graduates’ enthusiasm was related to the low-level teachers’ efforts in preparing the graduates’ soft skills. This study aimed to identify (1) the integration level of soft skills elements, and (2) the teachers' obstacles to equipping the graduates' soft skills. It was descriptive quantitative research conducted in the study program of building construction at vocational high schools. The results of the study showed: (1) the integration level of communicative ability, integration level of cooperative competence, integration level of motivating ability, integration level of developing etiquette and moral, and integration level of building responsibility were wholly integrated. Then, the integration level of problem-solving ability and integration level of science and technology mastery was mostly integrated; (2) the obstacles included: the students’ ignorance attitude, the lack of collaboration between the students’ parents and the school stakeholders in developing the graduates’ soft skills, the absence of soft skills training and the unsupported school culture. Those obstacles impeded the graduates’ soft skills.
Kajian ulang sistem drainase area Bumi Perkemahan Gendungan, Desa Kalibening, Kecamatan Dukun, Magelang, Jawa Tengah Malik, Abdul; Purwantoro, Didik; Darmono, Darmono; Syamsudin, Rudi Nur; Fajriani, Qonaah Rizqi; Fajarwati, Yuli; Hatutiningsih, Arum Dwi; Kurniawan, Muhammad Adi; Setiawan, Riski; Syahrani, Luthfi Auliya
Civil Engineering for Community Development (CECD) Vol 2, No 2 (2023): EDISI OKTOBER 2023
Publisher : Department of Civil Engineering Faculty of Engineering, Universitas Sultan Ageng Tirtayasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/cecd.v2i2.22450

Abstract

Kawasan Bumi Perkemahan Gendungan, yang berada di lokasi Desa Kalibening, Kecamatan Dukun Kabupaten Magelang, Jawa Tengah, merupakan suatu kawasan yang berada di lereng Gunung Merapi. Belum adanya perencanaan sistem drainase yang baik banyak hal yang terjadi pada saat digunakan. Padahal pengelolaan air hujan di Kawasan Bumi Perkemahan Gendungan penting berkaitan dengan kenyamanan penggunaan lahan di saat musim hujan. Dari pertimbangan tersebut, dilakukan evaluasi sistem drainase di area perkemahan sebagai kegiatan pengabdian dari Program Studi Teknik Sipil dan Perencanaan. Metode perencanaan sistem drainase di kawasan ini mengacu pada Peraturan Menteri Pekerjaan Umum No. 12 Tahun 2014 tentang Penyelenggaraan Sistem Drainase Perkotaan. Total saluran drainase yang dirancang sebanyak tujuh saluran (D1, D2, D3, D4, D5,D6, D7) dengan kebutuhan dimensi bervariasi antara 20cmx20cm sampai 40cm × 40cm. Saluran dirancang dengan bahan batu kali yang dirasa mudah didapat di sekitar kawasan dengan tebal dinding 30 cm. The Gendungan Camping Area, located in Kalibening Village, Dukun District, Magelang Regency, Central Java, is an area on the slopes of Mount Merapi. Without planning a good drainage system, many things can happen when it is used. Rainwater management in the Gendungan Camping Area is important to the comfort of land use during the rainy season. Based on these considerations, an evaluation of the drainage system in the camping area was carried out as a service activity by the Civil Engineering and Planning Department. The drainage system planning method in this area refers to the Minister of Public Works Regulation No. 12 of 2014 concerning the Implementation of Urban Drainage Systems. The total number of drainage channels designed is seven channels (D1, D2, D3, D4, D5, D6, D7) with required dimensions varying between 20 cm x 20 cm to 40cm × 40cm. The channel is designed using river stone, which is easy to find in the area with a wall thickness of 30 cm.