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Muhammad Husin Gultom
Universitas Muhammadiyah Sumatera Utara
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering

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Penguatan Peran Anggota Masyarakat Dalam Perencanaan, Penganggaran dan Penilaian Hasil Pembangunan Desa Randi Gunawan; Muhammad Husin Gultom; Ajinar; Akhyari; Suhaeri; Syahrizal; Iskandar; Sabri
Kawanad : Jurnal Pengabdian kepada Masyarakat Vol. 1 No. 1 (2022): March
Publisher : Yayasan Kawanad

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56347/kjpkm.v1i1.8

Abstract

Law Number 6 June 2014 Village development plans must be carried out in a participatory manner, including the entire community, including sensitive groups (minorities, diverse, women, and the poor). The development carried out by the village is intended to be truly beneficial for all residents. So far, most villages in Indonesia have not been able to carry out legal missions. This is evidenced by the existence of a complete village without entangling the community with a transparent development plan. In addition, there are villages that try to involve the community through the “musrenbangdes” mechanism, but not all community components are invited to the “musrenbangdes”. As a result of non-participatory development planning, the benefits of village development are not felt by all levels of society, so the development program is not successful. The USK staff conducts training on village development planning, budgeting, and evaluation of village development results in Payakameng Village as an effort to realize a participatory village development plan. Representatives from all levels of the village community (village residents, administrators of social organizations, village government) participated in these activities. In this training, it is necessary to implement a participatory village development plan so that all residents can feel the results of development.
Perhitungan Struktur Laboratorium Teknik Sipil Type II Fakultas Teknik Universitas Muhammadiyah (UMSU) Medan Randi Gunawan; Irma Dewi; Muhammad Husin Gultom; Ajinar
Journal of Engineering and Science Vol. 1 No. 1 (2022): January-June
Publisher : Yayasan Kawanad

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56347/jes.v1i1.5

Abstract

The lack of supporting infrastructure facilities such as the Laboratory at Samudra University, especially in the Civil Engineering Study Program, Faculty of Engineering, has resulted in Iskandar Thani Institute having to work hard in building infrastructure to keep pace with advances in technology and science. This study aims to plan the dimensions and reinforcement of beams, columns, plates and stairs in the Civil Engineering Laboratory building. The laboratory building to be analyzed has a total of 3 floors with floor dimensions of 43 m x 27.49 m. Modeling and analysis of the structure of this building is assisted by the SAP2000 program using the Special Moment Bearing Frame System (SPRMK) and is designed according to SNI 03-1726-2012, SNI 03-2847-2013, and PPPURG 1987. The structure is planned to use concrete quality fc' 30 MPa and steel grade fy 400 MPa. The results of the analysis obtained that the floor slab thickness was 13 cm using D10-200 mm reinforcement for main reinforcement and D10-300 mm for split reinforcement. The thickness of the roof slab is 12 cm using D10-200 mm reinforcement for main reinforcement and D10-300 mm for split reinforcement. The dimensions of the B1 beam are 50 cm x 70 cm using 12D25 for the support area with D10-80 mm braces and 8D25 reinforcement for the field area with D10-120 mm braces. Begel B2 30 cm x 50 cm using 4D25 reinforcement for the support area and field with braces for D10-200 mm field and braces for D10-100 mm support. The dimensions of the K1 column are 60 cm x 80 cm using 10D25 reinforcement with D10-300 mm begel. The dimensions of the K2 column are 60 cm x 60 cm using 8D25 reinforcement with D10 -200 mm begel. The thickness of the ladder plate and landing was obtained 13 cm using D10-200 mm reinforcement.
Co-Authors Ajinar Akhyari Dewi, Irma Iskandar Randi Gunawan Sabri Suhaeri Syahrizal