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The Effect Of Work Stress, Workload, And Work Environment On Turnover Rates At Pt Pesona Lazuardi Agung Ardianto, Riski Eko; Hasyim, Wachid; Nurhidayah, Rika; Permana, Indra
Journal of Research in Social Science and Humanities Vol 5, No 3 (2025)
Publisher : Utan Kayu Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47679/jrssh.v5i3.423

Abstract

High employee turnover remains a strategic challenge for many organizations, including PT Pesona Lazuardi Agung, a company operating in the international trade sector. This study aims to analyze the influence of job stress, workload, and work environment on employee turnover. Adopting a quantitative approach, the research employed the Partial Least Squares - Structural Equation Modeling (PLS-SEM) method, with data collected through structured questionnaires distributed to 44 employees. The findings indicate that all three independent variables positively affect turnover, with workload emerging as the most dominant factor significantly contributing to employees’ intention to leave. Job stress shows a smaller yet significant effect, while the work environment has a moderate impact, particularly when physical conditions and psychosocial relationships are not conducive. This study underscores the importance of managing workload and creating a healthy work environment as essential strategies to improve employee retention. The research is limited by its scope, focusing solely on a single company, and by the use of a quantitative method that does not fully capture the subjective experiences of employees. Future research is recommended to integrate qualitative methods and broaden the organizational scope to gain a more comprehensive and representative understanding of turnover drivers in various industrial contexts.
Reliability Analysis of Reinforced Concrete Beams in Lecture Buildings Hasyim, Wachid
Gema Wiralodra Vol. 16 No. 2 (2025): Gema Wiralodra
Publisher : Universitas Wiralodra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31943/gw.v16i2.781

Abstract

During its service life, a building structure must be capable of withstanding the applied forces, which refers to its structural capacity. Beyond capacity, the structure must also be evaluated in terms of its probability of failure under loading conditions, a concept known as structural reliability. This study aims to analyze the reliability of reinforced concrete beam elements in buildings functioning as lecture facilities. The First Order Second Moment (FOSM) method was selected due to its effectiveness in incorporating statistical uncertainty into structural analysis, particularly for engineering problems involving variability in loads and resistance. The research was conducted through numerical analysis, which involved several key stages: (1) determining internal forces (bending and shear) from structural analysis, (2) collecting and assigning statistical parameters—namely, the mean and standard deviation—of dead loads, live loads, and material resistance, and (3) computing the reliability index for each beam element using the FOSM approach. The input data were derived from structural design specifications and relevant statistical references for load and material properties. The analysis results show that the maximum flexural reliability index values for beams B1, B2, RB, and SL are 8.29, 7.92, 7.62, and 8.34, respectively, while the maximum shear reliability index values are 3.96, 3.80, 4.29, and 4.28. All calculated values exceed the target reliability indices of 3.75 for new buildings and 2.75 for existing buildings, both for flexural and shear capacities. These findings indicate that the structural reliability of the analyzed beams is within a high and acceptable safety range.
The Influence of the K3 Program and Incentives on Employee Productivity Mediated by Job Satisfaction in Millennial Generation Employees in Bekasi District Rustianah, Rustianah; Ardianto, Riski Eko; Hasyim, Wachid
Formosa Journal of Multidisciplinary Research Vol. 3 No. 9 (2024): September 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjmr.v3i9.11450

Abstract

This study discusses the effect of the K3 (Occupational Health and Safety) program and incentive on employee productivity mediated by job satisfaction in millennial generation employees in Bekasi Regency. This study uses a quantitative approach with a sample size of 96 samples. Sample calculation using the Lemeshow formula.  The results are Occupational health and safety (OHS) programs have no positive impact on the productivity, incentive has a significant influence on the productivity, Job satisfaction has a direct impact on the productivity, Occupational health and safety (OHS) programs play an important role in improving job satisfaction, incentive plays an important role in increasing the job, Occupational health and safety (OHS) programs can influence the productivity through the mediation of job satisfaction and incentive plays an important role in increasing the productivity mediated by their level of job satisfaction.
How Organizational Trust and Commitment Impact Performance Rustianah; Ardianto, Riski Eko; Hasyim, Wachid
Jurnal Multidisiplin Madani Vol. 4 No. 5 (2024): May 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/mudima.v4i5.8281

Abstract

Human resources (HR) are the main component in an organization, and also Human resources have an important role in every activity and activity implementation carried out by an organization. To improve employee performance, several things that need to be considered are issues of organizational trust and commitment. The research uses quantitative research methods using primary data collected through online questionnaires. The population in this study was 200 active employees who worked at one of PT. Module Intrac Yasatama and the sample used was 90 respondents. The data was  analyzed using multiple linear regression analysis techniques. Based on research results, organizational trust and commitment has a positive and significant effect on employee performance
Kalibrasi Faktor Keamanan Global Pada Balok Beton Bertulang Eksisting Hasyim, Wachid
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 1 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.1 : April 2025
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i1.9938

Abstract

In building construction, the safety and reliability of structural components ensure the overall safety of the building. The safety factor in building structures is demonstrated by the ability of a structure to withstand the loads acting upon it, where the building's safety factor can be measured using the concept of the global safety factor of the structure. This research aims to determine the magnitude of the safety factor and the design flexural resistance value of reinforced concrete beams according to the Global Safety Factor (GSF) concept. The resistance value obtained by calculating the global safety factor can serve as a reference in the design of beam structural components. The method used involves numerical analysis with a structural reliability analysis approach to obtain the resistance factor (γ) with the level of explanation in the research presentation being descriptive-numerical. Based on the analysis results, the global safety factor value obtained becomes a parameter influencing the design strength of the beam's resistance in terms of flexural strength. From the analysis results, the reliability index (β) was found to range between 7.80 and 8.30. Furthermore, the calculated safety factor (γR) was found to be in the range of 2.40 to 2.53. Additionally, the nominal resistance (Rm) and the global design resistance (Rd) of the beam were found to be 780.50 kNm and 325.21 kNm, respectively, indicating that the beam has been adequately designed to withstand bending moments under service conditions. Keywords: Global Safety Factor (γ), Global Design Resistance (Rd), Reliability Index (β).
Analisis Desain Sambungan RBS Terprakualifikasi Pada Struktur Atap Gable Berdasarkan SNI 7972:2020 Fahira, Najma; Hasyim, Wachid; Suhana, Nono
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 7 (2023): STIMA 7.0 "Transformasi Peradaban Akademik Menyongsong Revolusi Industri 5.0"
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v7i0.980

Abstract

Reduced Beam Section (RBS) joints generally reduce the plastic section of column-beam joints or column faces by reducing the flange width in the plastic joint area. The research compares the behavior and internal forces in the column-beam joints in conventional and Reduced Beam Section column-beam joints. The method used is a method of numerical analysis of research variables by standards and regulations. A notch with a reduction of 45% can be used as a first step in designing an RBS connection. The reduced beam section connection with a notch depth of 35 mm produces a maximum moment on the face of the column (Mf = 37800.466 Kgm) less than the plastic moment on the beam (ϕd Mpe = 44807.117 Kgm), The reduced beam section connection produces a shear force that occurs Vu = VRBS is (Vu = VRBS = 180.73 Kn) less than the allowable shear resistance (Vn = 280.8 kN), and the Reduced Beam Section (RBS) connection in the structure is more efficient than using conventional joints
A Comprehensive Bibliometric Study of Digital Leadership Influence on Technopreneurial Success Gunawan, Ahmad; Hasyim, Wachid; Putih, Muhadar; Wirjawan, Tri Wahyu; Gopar, Ida Abdul; Stephanie, Stephanie
Aptisi Transactions On Technopreneurship (ATT) Vol 7 No 2 (2025): July
Publisher : Pandawan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34306/att.v7i2.498

Abstract

This study investigates the role of digital leadership in fostering technopreneurship in Indonesia, a rapidly evolving sector shaped by technological advancements and digital transformation. As technological innovation and data-driven decision-making are central to the success of technopreneurs, understanding the role of leadership in this context is critical for sustainable growth. The primary aim of this research is to explore how digital leadership can enhance technopreneurship in Indonesia by promoting collaboration, innovation, and operational efficiency. The method a literature review and bibliometric analysis are employed to identify key trends and research patterns in digital leadership and its impact on the technopreneurship ecosystem. By analyzing data from various sources, the study provides an in-depth examination of the current state of the field. This research contributes a unique perspective by combining bibliometric analysis with traditional literature review, providing a comprehensive, data-driven approach to understanding how digital leadership drives technological innovation. It also emphasizes the challenges technopreneurs face, such as the digital skills gap and regulatory barriers, areas often overlooked in previous studies. While previous research has explored the general impact of digital leadership on business transformation, this study fills the gap by specifically focusing on Indonesia technopreneurship ecosystem and its unique challenges. The findings confirm that digital leadership plays a pivotal role in overcoming obstacles like unequal access to technology and driving innovation in technopreneurship. The study recommends strategies such as enhancing digital skills, investing in infrastructure, and fostering more flexible regulations to support the growth of technopreneurship in Indonesia.