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Jurnal Teknik Sipil Unpand
Published by Universitas Pandanaran
ISSN : 30476887     EISSN : 30476879     DOI : https://doi.org/10.69796/7atct707
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
JUTSU : Jurnal Teknik Sipil (JUTSU|p-ISSN: 3047-6887|e-ISSN: 3047-6879) diterbitkan oleh Jurusan Teknik Sipil Universitas Pandanaran Semarang. JUTSU adalah jurnal akses terbuka, dan ditinjau sejawat yang berkaitan dengan semua aspek teknik sipil. JUTSU : Jurnal Teknik Sipil menyambut baik kontribusi yang mendorong pertukaran ide dan wacana rasional antara pendidik praktik dan peneliti teknik sipil. Jurnal ini menyediakan forum unik bagi para peneliti dan praktisi di bidang teknik struktural dan sipil untuk menyebarkan ide dan teknik baru dengan potensi dampak yang signifikan. Jurnal ini didedikasikan untuk memajukan batas pengetahuan dan teknologi dengan mendorong penelitian lintas disiplin dan aplikasi inovatif dalam proyek-proyek teknik besar. Jurnal ini bermaksud untuk menangkap dan mengarsipkan secara tepat waktu dan di satu tempat kemajuan signifikan dalam bidang luas yang mencakupnya. JUSTU : Jurnal Teknik Sipil mengundang penyerahan makalah asli, empiris, dan teoretis serta studi kasus dan resensi buku yang mencakup beragam bidang Teknik Sipil yang tercantum (namun tidak terbatas pada) sebagai berikut: 1. Konstruksi dan Bahan Bangunan 2. Rekayasa Struktur dan Gempa
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 49 Documents
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KOMPARASI DESAIN SISTEM AIR BERSIH DAN SISTEM PEMADAM KEBAKARAN AKTIF (Studi Kasus : Gedung Ibrahim Tower RS. Roemani Muhammadiyah Semarang) Nopiandi Bagas RH; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/gmv6p051

Abstract

The Ibrahim Tower at Roemani Muhammadiyah Hospital in Semarang is a 13-story hospital building requiring reliable utility systems, specifically for clean water supply and active fire protection. This study aims to analyze clean water demand, redesign the clean water plumbing and active fire protection systems, and compare the existing design with an alternative design to achieve a more effective and efficient system. A quantitative descriptive method was employed, utilizing both primary and secondary data—including working drawings, building specifications, and details regarding plumbing and fire protection systems. Analyses covered clean water requirements for occupants, inpatients, and visitors; Plumbing Fixture Units (PFU); pipe sizing; and calculations for major and minor head losses. Additionally, hydrant and sprinkler systems were analyzed in accordance with SNI 8153:2015, NFPA 13, and other applicable regulations. The comparison results indicate that the alternative design provides more comprehensive calculations and more accurately reflects the actual requirements for the hospital building's clean water and active fire protection systems.
STUDI KOMPARATIF PERENCANAAN TEBAL PERKERASAN BETON SEMEN (RIGID PAVEMENT) BERDASARKAN MDPJ 2017 DAN AASHTO 1993 (Studi Kasus : Jl. Pantura Ujung Tol Kaligawe-Traffic Light Terboyo STA 3+400 s/d 4+600)) Sasmito Sari; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/6sn7gn25

Abstract

The Kaligawe–Terboyo section of the Pantura (North Coast) road serves as a strategic logistics route characterized by high heavy-vehicle traffic volumes and environmental challenges, specifically tidal flooding and land subsidence. These conditions necessitate a rigid pavement design that is both structurally optimal and economically efficient. This study aims to compare concrete slab pavement thicknesses determined by two standard methods: the mechanistic-empirical *Manual Desain Perkerasan Jalan* (MDPJ) 2017 and the empirical AASHTO 1993. Primary and secondary data—including Average Daily Traffic (ADT), subgrade California Bearing Ratio (CBR) values, and traffic growth rates—were analyzed to derive design parameters. The calculations indicate that the MDPJ 2017 method yields a concrete slab thickness of 31 cm, whereas the AASHTO 1993 method results in a thickness of 35 cm. This 4 cm difference stems from differing philosophies regarding the determination of load factors and reliability parameters. From a technical standpoint, MDPJ 2017 offers a more efficient design for Indonesian national roads, as it accounts for actual load spectra. The study recommends adopting the MDPJ 2017 method to optimize construction costs while maintaining structural safety for road sections subjected to heavy traffic loads.
KAJIAN TINJAUAN KRITIS PENGGUNAAN PEWARNA SINTETIS DALAM INDUSTRI BATIK DAN PENGARUHNYA TERHADAP KUALITAS LINGKUNGAN Ni Komang Ayu Artiningsih; Ery Fatarina; Nurtekto; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/2wfx7v09

Abstract

The batik industry is a cultural heritage sector that makes a significant economic contribution, particularly in Indonesia. However, the use of synthetic dyes in the production process generates liquid waste containing chemicals that are hazardous to the environment. This study is grounded in the Sustainable Consumption and Production (SCP) concept developed by the United Nations Environment Programme (UNEP, 2023), which emphasizes the importance of resource efficiency, waste reduction, and pollution prevention in industrial production activities. Furthermore, this research draws upon the study by Lin et al. (2023), which highlights that synthetic dye waste can have toxic effects on aquatic ecosystems, human health, and environmental quality if not adequately treated. This article examines the environmental impact of chemical-based batik dye wastewater and explores management alternatives through a literature review of studies published between 2020 and 2025. The findings indicate that batik wastewater contains heavy metals, toxic dyes, persistent organic compounds, and pollutants—such as Chemical Oxygen Demand (COD) and Biological Oxygen Demand (BOD)—that degrade water quality. Research also demonstrates that untreated wastewater discharge disrupts aquatic ecosystem balance and poses risks to public health. Proposed solutions include the implementation of Wastewater Treatment Plants (WWTPs), the use of adsorption and bioremediation technologies, the adoption of natural dyes, and the promotion of environmental awareness among batik industry stakeholders. This study is intended to serve as a foundation for developing policies and appropriate technologies to support the sustainability of an environmentally friendly batik industry.
DESAIN STRUKTUR ATAS RUSUNAWA 5 LANTAI BERPEDOMAN PADA SNI 1726:2019 DAN SNI 2847:2019 JALAN LINGKAR NGURANGAN - PURWODADI GROBOGAN Mochammad Fajar R; Moh Min S; Soehartono; Baswindro
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/903dtn14

Abstract

Rapid population growth has driven an increased demand for vertical housing, specifically in the form of simple rental apartment buildings (*Rusunawa*). This final project research aims to design the superstructure of a five-story *Rusunawa* building located on Jalan Lingkar Ngurangan–Purwodadi, Grobogan Regency. The evaluation and design processes were conducted to ensure the safety of structural components against combined gravity and dynamic seismic loads. The design methodology adheres to SNI 1726:2019 for seismic resistance planning procedures and SNI 2847:2019 for structural concrete requirements. Three-dimensional (3D) structural analysis and modeling were performed using the SAP2000 v.14 software, based on the finite element method. Analysis results indicate that the designed structural element dimensions satisfy serviceability limits and permissible load capacities. The final specifications for structural component dimensions are as follows: Tie Beam 1 (TB.1) 30 x 50 cm, Tie Beam 2 (TB.2) 25 x 40 cm, Main Beam (B1) 30 x 50 cm, Secondary Beam (B2) 25 x 40 cm, Main Column (K1) 60 x 60 cm, and Secondary Column (K2) 40 x 40 cm. Based on the evaluation of cross-sectional capacity and reinforcement ratios, all structural elements were deemed safe and robust, meeting the structural performance criteria mandated by applicable national standards.
PENGELOLAAN SAMPAH DOMESTIK KECAMATAN KEDUNGWUNI  PEKALONGAN SEBAGAI PEMENUHAN SANITASI LINGKUNGAN Sri Subekti; RHJ. Wedyowibowo; Ni Komang Ayu Artiningsih; Rasyid Hakim Fahmilhuda; Natasya Apriliani Putri Yogie
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/vzq4dn52

Abstract

The continuous rise in waste generation, driven by population growth, poses environmental challenges, particularly as landfill space becomes increasingly limited. In the Kedungwuni District of Pekalongan Regency, waste management remains an unresolved issue. Kedungwuni District comprises three urban villages and 16 rural villages, covering an area of ​​22.94 square kilometers. A sustainable waste management program supporting community- and technology-based targets is being implemented on the ground through the optimization of "Waste Banks" (community-run collection points) and by encouraging residents to sort inorganic waste at the source for exchange and economic gain. Additionally, the adoption of a circular economy shifts the paradigm from a "throw-away" culture to a closed-loop system where waste is reprocessed into new raw materials; local-scale composting and biogas technologies convert organic waste into fertilizer or alternative energy; and a "zero-waste" lifestyle movement promotes the use of personal containers to reduce single-use plastic consumption.
ANALISIS EFISIENSI METODE PENGECORAN PERKERASAN KAKU (RIGID PAVEMENT) ANTARA SLIPFORM PAVER DAN FIXED FORM Raiza Adella FP; Soehartono; Sri Subekti
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/xbyh5c73

Abstract

Selecting the construction method for rigid pavement is a decisive factor in achieving efficiency regarding time, cost, and quality in National Strategic Projects. This study aims to compare the efficiency of the automated Slipform Paver method versus the conventional Fixed Form method on the Solo–Yogyakarta Toll Road (Package 1.2). The research methodology involved field observations, equipment productivity analysis, and a comparison of Unit Work Prices (HSP). The results indicate that the Slipform Paver method achieves an actual production speed 3.21 times faster—taking 215 minutes per 100 linear meters—compared to the Fixed Form method, which requires 690 minutes. Regarding costs, the Slipform method reduces labor costs by up to 60% and minimizes concrete waste, despite the high initial investment cost for the equipment. Quality analysis shows that the International Roughness Index (IRI) values ​​achieved via the Slipform method (2.5–3.0 m/km) are superior to those of the Fixed Form method (3.5–4.5 m/km). In conclusion, the Slipform Paver method is more effective and efficient for high-volume main-line toll road construction, whereas the Fixed Form method remains relevant for transition areas with complex geometry.
DESAIN STRUKTUR ATAS GEDUNG RUMAH SUSUN SEDERHANA SEWA (RUSUNAWA) 5 LANTAI JALAN NEGARA NO. 9 SEPAKU – KALIMANTAN TIMUR Verdian Setiawan; Ummi Chasanah; Soehartono
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/49wt3755

Abstract

Infrastructure development in Sepaku, East Kalimantan, has created a demand for vertical housing facilities capable of withstanding lateral loads. This study aims to design the superstructure of a five-story low-cost rental apartment building (Rusunawa) located at Jalan Negara No. 9, Sepaku, utilizing a reinforced concrete configuration. The design methodology adheres to the latest regulations: SNI 1727:2020 for loading, SNI 1726:2019 for seismic load analysis, and SNI 2847:2019 for structural concrete requirements. A three-dimensional structural analysis was conducted using SAP2000 v.14 software. The evaluation focused on key structural elements, including tie beams (TB.1: 30×50 cm; TB.2: 25×40 cm), beams (B1: 30×50 cm; B2: 25×40 cm), and columns (K1: 50×50 cm; K2: 35×35 cm). The analysis results indicate that the cross-sectional dimensions of these structural components are capable of safely resisting combined gravity and lateral loads. The calculated flexural and shear reinforcement areas meet the minimum and maximum limits prescribed by the Special Moment Resisting Frame (SMRF) criteria. This study is expected to serve as a technical reference for the design of reliable and accountable multi-story buildings in the Sepaku area.
PERENCANAAN ULANG STRUKTUR ATAS GEDUNG 4 LANTAI BANGUNAN PENGHUBUNG FH UNNES BERDASARKAN SNI 2847-2019 Achmad Nur Rochman; Soehartono; Baswindro
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/pz11nc34

Abstract

The Connecting Building of the Faculty of Law at Universitas Negeri Semarang (Unnes) is a four-story structure that requires an efficiency review regarding its structural strength. This study aims to redesign the building's superstructure in accordance with the latest standard, SNI 2847:2019 (Structural Concrete Requirements). The methodology employed involves three-dimensional modeling using SAP2000 v.14 software to evaluate the performance of structural elements, specifically columns, beams, and tie beams. The analysis results indicate significant potential for optimizing dimensions and reinforcement compared to the existing design. The redesign successfully reduced the dimensions of the main columns from 50 x 80 cm (24 D 22) to 50 x 70 cm (22 D 22), beams from 40 x 85 cm (21 D 19) to 30 x 60 cm (15 D 19), and tie beams from 30 x 50 cm (12 D 19) to 25 x 50 cm (12 D 19). These reductions in dimensions and reinforcement quantities demonstrate that the structure remains safe for carrying design loads in compliance with applicable regulations while achieving higher material efficiency.
ANALISIS KAPASITAS RUANG PARKIR GEDUNG PARKIR A RSUP Dr. KARIADI Wahyudi Wibowo; Soehartono; Baswindro
JUTSU : Jurnal Teknik Sipil Unpand Vol. 3 No. 1 (2026): JUTSU : Jurnal Teknik Sipil Unpand, Vol. 3, No. 1, Mei 2026
Publisher : Universitas Pandanaran

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69796/2brjsf18

Abstract

The increasing number of vehicles in hospital areas has significantly raised parking demand, making it essential to evaluate parking capacity and operational performance. This study aims to analyze the parking capacity of Building a Parking Facility at Dr. Kariadi General Hospital, Semarang, to assess the adequacy of existing parking facilities and propose optimization strategies. A quantitative descriptive approach was employed using field observations conducted over 14 working days from July 14 to July 31, 2025. Primary data were collected by recording vehicle entry and exit movements and analyzed using parking volume, accumulation, parking duration, static capacity, Parking Turn Over (PTO), and Parking Occupancy Ratio (POR). The results indicate that the parking building provides a static capacity of 310 parking spaces, with daily parking volumes ranging from 294 to 307 vehicles, an average parking duration of 3.73 hours, and a POR of 95-99%, indicating a highly utilized parking facility. Therefore, optimizing parking management through parking guidance systems, electronic parking systems, and improved vehicle distribution among floors is considered more effective than expanding physical capacity. Future research should examine parking demand for all vehicle types and evaluate its impact on surrounding traffic performance.

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