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Analysis of Soil Physical Properties in Sifalago Gomo Village, Boronadu District: Analisa Sifat Fisis Tanah Di Desa Sifalago Gomo Kecamatan Boronadu Rini; Hani, Sheila
UPMI Proceeding Series Vol. 1 No. 01 (2023): Ed.01
Publisher : LPPM UPMI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55751/ups.v1i01.38

Abstract

Soil is one of the construction materials that has an important role in holding the load of the structure it carries. For this reason, it is necessary to carry out a soil investigation first to determine the ability of the soil to carry the burden of construction in the future. As was done in this study with the aim of analyzing the physical and mechanical properties of the soil which was carried out in the village of Sifalago Gomo, Boronadu District, South Nias Regency. The research method used in this research is qualitative research. From the research conducted, it was found that the soil type is silt clay or belongs to the soil groups A-4 and A-6. This land can be used as embankment (ordinary fill) in road construction as landfill because the CBR value exceeds the provisions of the 2018 division 3 specification, namely the CBR value for ordinary embankment (soil) is a minimum of 6%, namely the CBR value obtained is 7.96%. Provisions for the classification of soil as a silt clay soil type are obtained based on a plasticity index that exceeds 11% and passes sieve No.200 (0.075 mm) exceeding 75%, with a plasticity index value of 11.79%. USCS is a soil classification system that is categorized into two main categories, namely coarse-grained soils consisting of gravel and sand where less than 50% of the soil passes sieve number 200. And fine-grained soils where more than 50% of the soil passes sieve No. 200, namely with a passing value of 94.23%.
PENATAAN PARKIR BERBASIS GREEN TRANSPORTATION DI POLITEKNIK NEGERI MEDAN Putri, Wirdatun Nafiah; Kusumadi, Kusumadi; Oktaviani, Tetra; Mabrur, Muhamad; Hani, Sheila
Jurnal Al Ulum LPPM Universitas Al Washliyah Medan Vol. 13 No. 1 (2025): Jurnal Al Ulum: LPPM Universitas Al Washliyah Medan
Publisher : UNIVERSITAS AL WASHLIYAH (UNIVA) MEDAN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47662/alulum.v13i1.802

Abstract

Arranging the parking area by planning the need for vertical parking spaces based on green transportation can be done to increase the UI Greenmentric score at Politeknik Negeri Medan, making the campus environmentally friendly. Therefore, the need for parking spaces is calculated. The planning of vertical parking spaces is based on parking population survey data conducted directly in the field as well as secondary data from previous research. From the calculations, the current need for motorcycle parking space at Politeknik Negeri Medan is 699 SRP, which will increase to 1,003.641 SRP in the next 10 years. Since only 800 SRP are available at the planned location, a multi-level motorcycle parking facility is being planned. Thus the existing parking area can be reduced by 4-7% with a score of 100 or 50% of the maximum value of indicator TR5. This figure increases from the calculation in the existing condition, which is 7-11% with a score of 50, representing 25% of the maximum value of the TR5 indicator. Keywords: Pedestrian, Parking Space, Green Transportation
Evaluasi Hasil Rancangan Elemen Balok Sebuah Gedung Bertingkat Sesuai dengan SNI 2847-2013: Studi Kasus: Proyek Konstruksi Gedung Wiego Warehouse di Kota Medan Manaraja, Reformasi; Hani, Sheila; Rini, Rini
Majalah Ilmiah METHODA Vol. 14 No. 3 (2024): Majalah Ilmiah METHODA
Publisher : Universitas Methodist Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46880/methoda.Vol14No3.pp418-425

Abstract

The stages of development and establishment of a region involve several key elements that require attention, including the construction of buildings that take into account the surrounding environmental conditions. Beams are structural components that function to transfer loads from slabs to columns, acting as horizontal reinforcement frames for the building. They support floor loads and connect upper columns. The purpose of this study is to review the existing beam elements and perform a reanalysis. The technique employed involves a beam evaluation using the SNI 2847:2013 standard. The results indicate that the beam analysis calculations align with field observations. The compression reinforcement installed in the beam did not yield, categorizing the beam element as tension-dominated. The spacing of the installed flexural reinforcement in the beam is D10-200. Calculation reviews show that the tensile reinforcement comprises 14D25 and 4D25, while the total compressive reinforcement amounts to 12D25. Thus, it can be concluded that the structural design complies with the technical specifications outlined in the applicable SNI standards.
Penataan Pedestrian Berbasis Green Transportation di Politeknik Negeri Medan Putri, Wirdatun Nafiah; Kusumadi, Kusumadi; Oktaviani, Tetra; Mabrur, Muhamad; Hani, Sheila
Majalah Ilmiah METHODA Vol. 14 No. 3 (2024): Majalah Ilmiah METHODA
Publisher : Universitas Methodist Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

In the UI Greenmetric assessment, transportation is one of the six categories that are required for a green campus, and one of the indicators is the pedestrian path on campus (TR8). In the transportation category, Medan State Polytechnic obtained a score of 725 or 40.3% of the total maximum value of the transportation category. The nonoptimal score obtained is due to the pedestrian path on campus indicator (TR8) obtaining one point with the availability of pedestrian. The addition of scores is made by pedestrian paths connected to all buildings designed for safety and convenience and in some parts provided with disabled-friendly features. It’s very important to have a pedestrian arrangement, to make Medan State Polytechnic become an environmentally friendly campus, which is the purpose of this research. The arrangement is making a pedestrian path layout that connects to the entire area of the Medan State Polytechnic Building and calculating the minimum width requirements of the pedestrian path, then making a pedestrian path layout. Pedestrian flow surveys were conducted on 5 pedestrians and 2 hallways that were considered representative of the pedestrian paths that available at Medan State Polytechnic. The results of calculations and adjusted by the provisions of the Ministry of Public Works and Public Housing 2023 on Pedestrian Technical Planning, the pedestrian path width requirement is 185 cm.
Pengaruh Kualitas Sistem Drainase Terhadap Pengendalian Banjir Dengan Efektivitas Pengelolaan Air Hujan Dikota Pematangsiantar Kelurahan Bp Nauli Ndruru, Fransiskus Odaligo; Hani, Sheila; Nasution, Ridwan
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.7872

Abstract

Urban drainage is an infrastructure that functions to drain excess water, manage or control surface water, in urban areas. Basically, the drainage system functions to manage excess water by infiltrating as much water as possible into the ground naturally or flowing water to a place (river or sea) without exceeding the capacity of the existing channel or cross-section. In line with population growth and density, drainage problems have become very complex. These drainage problems require an integrated management pattern, both from the drainage aspect (disposal of excess water) and water pollution due to waste and garbage. As a low-lying sub-district, BP Nauli Village, Marihat District is not immune to the threat of flooding that can occur at any time. The flooding that hit several areas in the surrounding sub-district was partly caused by a poorly functioning drainage system. Insufficient drainage channel capacity resulted in slow water discharge so that flooding persisted longer. From the data obtained, it was known that the condition of the drainage channel starting from the BP Nauli Village office was still in fairly good condition, but there were several locations of flooding that occurred in the surrounding residential areas. The purpose of this community service activity is to address the partners' challenges related to drainage channel planning, with the hope of improving the lives of the surrounding community and preventing flooding that can damage roads. The main problem arises from a lack of environmental protection and proper drainage. The proposed solution is comprehensive drainage channel planning.