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All Journal Buletin Ilmiah Nagari Membangun Journal of Planning and Research in Civil Engineering
T. Ramadhani
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Nursing Public Health Veterinary Other

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EDUKASI KESIAPAN PEMERIKSAAN MANDIRI PENYAKIT HIV PADA KONSELOR PENJANGKAU KELOMPOK LELAKI SEKS LELAKI DI KOTA PADANG Mahathir Mahathir; Bunga Permata Wenny; Rika Sabri; Agus Sri Banowo; Siti Yuliharni; Serly Berlian; Okky Adelirandy; Kintan Resqitha Ekaputri; T. Ramadhani
BULETIN ILMIAH NAGARI MEMBANGUN Vol 5 No 1 (2022)
Publisher : LPPM (Institute for Research and Community Services) Universitas Andalas Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/bina.v5i1.415

Abstract

Men who have sex with sex men (MSM) recognized as key population, which is currently raising significant concern because of an increase number of HIV infection. The iceberg situation is a worrying situation that must be sought for an appropriate approach in order to protect this group from HIV infection. Improvement in HIV testing should be intensified, it is important to generate an effective strategy in order to increase HIV status notification among the group. HIV self-testing (HIVST) will essentially accommodate privacy, confidentiality and personal space for stigmatized key populations. This occasion was carried out by conducting focus group discussions with MSM HIV peer councelors of Akbar Foundation a non-governmental organization in Padang Indonesia by introducing HIV self-testing kit tools and tele counselling in HIVST program implementation. In November, a focus group discussion was held to discuss the possible strategies to be possibly implemented in the program. Participants said that the use of HIVST was not generally available as prevention options for key populations, especially MSM. Most participants agreed that having more free options for HIV testing would increase the rate at which will increase motivation to get to know their HIV status. However, concerns were also expressed about the accuracy of the test and the reliability of the results due to the lack of technical knowledge on how to conduct self-testing by the population. It is important to provide a HIVST program for MSM to increase the number of serostatus check among the group.
Analisis Struktur Kolom dan Balok Pada Perencanaan Gedung Fakultas Universitas Sains Cut Nyak Dhien T. Ramadhani; Yuslinda; Rajib Muammar
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1164

Abstract

The Faculty of Engineering lecture building used in the planning and preparation of the final project is located at Jln. Perumnas No.45 Paya Bujok Seuleumak, Langsa Baro, Langsa City, Aceh, is included in risk category IV because it is an important facility building (educational facility). So this building is included in the seismic design category C. The structural calculation of this building will be planned using the Intermediate Moment Resisting Frame System (SRPMM) method. Building planning refers to building regulations in Indonesia. Earthquake analysis in this planning uses the equivalent static analysis method based on SNI 1726-2012 concerning Procedures for Earthquake Resistance Planning for Building and Non-Building Structures and the 2010 Indonesian Hazard Map with a probability of exceeding 10% in 50 years. The entire structure is reinforced concrete referring to SNI 2847-2019 concerning Structural Concrete Requirements for Buildings, while the structural analysis uses SAP2000 software version 14.0.0 with the results of internal forces for the main beam B1 support moment -435.97 kN / m, field moment 223.72 kN / m and support shear force -278.07 kN, field shear force 278.38 kN. For the main column K1 axial force -2061.16 kN, moment -378.79 kN / m and shear force -168.03 kN. From the results of the structural analysis using the Intermediate Moment Resisting Frame System method, the dimensions of the main beam B1 are 40 x 70 cm with a configuration of 13D19 support flexural reinforcement, 7D19 field flexural reinforcement. and support shear reinforcement D10 - 100 mm and field shear reinforcement D10 - 150 mm. And the main column K1 60 x 60 cm with a flexural reinforcement configuration of 14D19 and shear reinforcement D10 – 150 mm.
Co-Authors Agus Sri Banowo Kintan Resqitha Ekaputri Mahathir, Mahathir Okky Adelirandy Rajib Muammar Rika Sabri Serly Berlian Siti Yuli Harni Wenny, Bunga Permata Yuslinda Nasution